BIM in Analysis and Design of Steel Connections

Ellen Viddal Øi

Master of Science in Engineering and ICT Submission date: June 2013 Supervisor: Tor Guttorm Syvertsen, KT Co-supervisor: Stian Roger Aarum, EDRMedeso

Norwegian University of Science and Technology Department of Structural Engineering

MASTER THESIS 2013 for stud.techn. Ellen Viddal Øi

BIM in Analysis and Design of Steel Connections

Background

Design tools today enable linking of the different stages and processes of a structure’s lifetime. These tools aim for secure and fast information exchange from design to production. An issue that requires further research is information transfer between the tools used for analysis and design.

The master thesis should cover the flow of information between the modelling tool Tekla Structures and the analysis tool PowerConnect. Emphasis should be put on establishing a connection for information transfer between the programs to increase quality and reduce errors compared to the current solution.

Approach to the problem The thesis should include: 1. State of the art 2. Background for the dimensioning principle of PowerConnect. 3. How data is stored within Tekla and PowerConnect. 4. Establish a connection between the programs. 5. Alternative approaches. 6. Evaluation of standard Eurocode connections.

Result The thesis should result in a digital report which will be the main basis of assessment. The report is to be delivered at the Department of Structural Engineering before June 10, 2013. The angle of the problem may be adjusted throughout the project due to the progress of the work and the interests of the candidate. The paper is to be organised according to the current instructions (http://www.ntnu.no/kt/studier/masteroppgaven).

Contact EDR&Medeso AS: MSc Stian Roger Aarum ([email protected]) Supervisor: Professor Tor G. Syvertsen ([email protected])

Trondheim, 14. januar 2013

Tor G. Syvertsen (sign.) supervisor ii Seriously? I like that song too! “ I bet no two people in the history of the world have ever been so connected!

http://xkcd.com/807 ”

iii iv Abstract It is desired to reduce the time spent at all stages of the building process. Commu- nication between and within disciplines is a significant time consumer in structural engineering today. As the same person is often responsible for both analysis and design of a structure, linking the tools for these tasks could reduce the time spent significantly. Today, the same item is often modelled twice or more with different software, and the goal for this thesis is to make this process more efficient.

In this work, an extension to Tekla Structures with a link to BuildSoft’s PowerCon- nect is implemented to enable connection analysis. Strength is determined in Power- Connect by the component method, according to Eurocode 3.

The thesis includes a state of the art study of links between tools for analysis and design of steel connections, the planning and implementation of a link between Tekla Structures and PowerConnect, along with a description of the ﬁnished solution and how it works. Tekla’s Open API has been utilised using C# and XML in Microsoft Visual Studio 2012.

At this stage the extension is limited to cover a bolted moment end plate connection between H- and I-proﬁled cross-sections. Support for other types of connections and cross-sections may be included in further work.

v vi Sammendrag BIM brukes i planlegging og bygging for å effektivisere prosessen fra modellering til ferdigstilling. Hovedfokuset i dag ligger på å bedre kommunikasjon mellom de ulike disiplinene, men det er samtidig mulig å effektivisere innad i dem. Siden den samme personen ofte har ansvar for både beregning og dimensjonering, men er tvunget til å bruke ulik programvare for hver av disse prosessene, går trolig mye tid bort til å modellere den samme delen ﬂere ganger. Målet for denne oppgaven er å kunne gjøre dette arbeidet så effektivt som mulig.

I dette arbeidet er en utvidelse til Tekla Structures med en kobling til BuildSoft’s PowerConnect implementert for å gjøre analyse av stålknutepunkter mulig. Kapasi- tet beregnes i PowerConnect med komponentmetoden, i samsvar med Eurocode 3.

Oppgaven omfatter en studie i kjente løsninger for kobling av verktøy for beregning og dimensjonering av stålknutepunkter, planlegging og implementering av en kobling mellom Tekla Structures og PowerConnect, sammen med en beskrivelse av hvordan den ferdige løsningen fungerer. Tekla Open API har blitt brukt sammen med C# og XML i Microsoft Visual Studio 2012.

I denne omgang er utvidelsen begrenset til å gjelde for boltede momentknutepunkt med endeplate mellom H- og I-tverrsnitt. Støtte for andre knutepunkter og tverrsnitt kan implementeres i videre arbeid.

vii viii Preface This thesis is a written report on work performed during the last semester of my Master of Science study in Engineering and ICT, Structural Engineering. The work has been carried out at the Department of Structural Engineering at the Norwegian University of Science and Technology (NTNU) during the spring term of 2013, under the supervision of Professor Tor G. Syvertsen. The thesis is, along with the ﬁnished extension and its source code, basis of assessment for the subject TKT4915 Compu- tational Mechanics, Master Thesis, for a total worth of 30 credits (ECTS).

It has been interesting and motivating to work on a problem where the result may be used in the industry after completion. Knowing that a working solution is desired has kept my motivation up although a link between the two programs in question had not been successfully developed earlier. I found it particularly interesting to get to work with leading software in structural engineering that I did not know at the beginning of this work.

The work has in broad outline consisted of studying how data is stored within Tekla Structures and PowerConnect and working out a way for them to communicate. This has been done by programming an extension to Tekla Structures using C# and XML in Microsoft Visual Studio. Several hours have been spent modelling in Tekla Struc- tures, with and without utilising Tekla’s open API, alongside writing this report in LATEX.

I would like to thank my supervisor, Professor Tor G. Syvertsen, for pushing me forward and for his useful feedback throughout the entire work.

None of this would have been accomplished without initiative and valuable help from MSc Thomas B. Sousa and MSc Stian R. Aarum in EDRMedeso.

Last, but not least, I would like to express my gratitude to BuildSoft Support for their quick and helpful response and to Tekla for their extremely useful Open API discussion forum.

Ellen Viddal Øi Trondheim, 6th June 2013

ix x CONTENTS CONTENTS

Contents

Abstract ...... v Sammendrag ...... vii Preface ...... ix Notation ...... xiii

1 Introduction 1 1.1 Background ...... 1 1.2 Scope of the work ...... 1 1.3 Outline of the thesis ...... 1

2 Software and concepts 3 2.1 PowerConnect ...... 3 2.2 Tekla Structures ...... 3 2.3 State of the art ...... 6

3 Extension development 9 3.1 Speciﬁcation ...... 9 3.2 The approach ...... 10 3.3 The steel connection ...... 10 3.4 XML interface ...... 11 3.5 Implementation ...... 12

4 Results 23 4.1 Short description of the plug-in ...... 23 4.2 Installing the plug-in ...... 23 4.3 Using the plug-in ...... 24 4.4 Example of use ...... 27

5 Discussion 29 5.1 Approaches ...... 29 5.2 Cross-section and material properties ...... 30 5.3 Data exchange ...... 31

6 Concluding remarks 33 6.1 Summary of work ...... 33 6.2 General conclusions ...... 33 6.3 Suggestions for further work ...... 33

References 37

xi CONTENTS CONTENTS

Appendices 39

A Sample .bpc-ﬁle 39

B Analysis results from PowerConnect 43 B.1 Default connection ...... 43 B.2 Plug-in connection ...... 44

C Complete source code 45

xii CONTENTS CONTENTS

Notation

Acronyms API Application Programming Interface. BIM Building Information Modelling. CAD Computer Aided Design. COM Component Object Model [1]. IFC Industry Foundation Classes [2]. VBA Visual Basic for Applications. XML eXtensible Markup Language [3].

Abbreviations INP Standard (input) format for components in Tekla Structures. .NET Microsoft software Framework. WinForms Windows Forms. Part of the .NET Framework.

File extensions .bpc BuildSoft PowerConnect ﬁle. XML structure. .dll Dynamic Link Library. For linking at load time or run time. Not directly executable by the user. .dxf Drawing eXchange Format. Open source CAD format developed by Autodesk. .ifc Default IFC exchange format. .ifcXML IFC standard XML format.

xiii CONTENTS CONTENTS

xiv 1 INTRODUCTION

1 Introduction

1.1 Background Effective ﬂow of information in BIM systems is a popular subject today. However, it is usually focused on the communication between planning and construction. Ana- lysis and design in detailing is often done by a single person using multiple software tools. This work could be done more efﬁcient by improving software integration.

It has been requested to establish a link between the BIM software Tekla Struc- tures and BuildSoft’s PowerConnect for steel connection analysis. XML-connections between different software is of current interest these days, and regarded as the most relevant approach for this work.

1.2 Scope of the work The solution is limited to handle a subset of connections from the PowerConnect library. For this thesis only a bolted column-beam end plate connection is implemented. This may be extended at a later stage if desired. The created plug-in is compatible with Tekla Structures 18.1 as this was the current release at the beginning of 2013. Testing is performed with PowerConnect 2012 Rev. 01 and Tekla Structures 18.1 SR4. Both Tekla Structures and PowerConnect require a Microsoft Windows operat- ing system.

1.3 Outline of the thesis This introductory chapter is followed by a brief description of the main software, PowerConnect and Tekla Structures, together with a short state of the art study in Chapter 2. Chapter 3 covers the work of connecting Tekla Structures and Power- Connect and is followed by a presentation of the results obtained in Chapter 4. A discussion on the results is covered by Chapter 5 and summarised with concluding remarks in Chapter 6 together with suggestions for further work. A sample Power- Connect ﬁle, analysis results and a text version of the complete source code is at- tached in the succeeding appendices. The ﬁnished plug-in is delivered as a separate package.

1 1.3 Outline of the thesis 1 INTRODUCTION

2 2 SOFTWARE AND CONCEPTS

2 Software and concepts

2.1 PowerConnect

PowerConnect is software used for limit state analysis of bolted and welded steel connections in 3D, developed by BuildSoft NV [4]. The connections may be exposed to an arbitrary number of load combinations and are evaluated according to Eurocode 3 [5]. PowerConnect has an extensive library of pre-designed connections to choose from, including beam-column, beam-column-beam and beam-beam connections in addition to column bases. PowerConnect allows for modiﬁcation of those connections in a 3D modelling user interface. Joints connecting H- and I-proﬁles are supported alongside a selection of hollow core connections.

The PowerConnect model is saved in a .bpc file, which is basically an XML file. Geometrical data of the connection may be exported as a .dxf file that can be used as a sketch for modelling the connection in CAD software.

Design analysis principle

PowerConnect performs design analysis based on the component method according to Eurocode 3 [6]. This implies that a connection is decomposed into several components and the capacity is determined by the strength and stiffness of each component in the connection [7]. All elements of the connection are calculated in detail so that over- or undersized elements may be identiﬁed. The components may be actual elements, like bolts, welds and plates, or critical stress or strain areas. Some of those basic components are shown in the extracts from the Eurocode 3 in Table 1.

2.2 Tekla Structures

Tekla Structures is Building Information Modelling (BIM) software for structural modelling [8]. The same model may be used during the entire building process from conceptual design to construction management. Tekla Structures allow for modelling of physical and analytical geometry models, and for integration with different analysis software. The analytical model may be exported to suitable analysis software and the results (i.e. geometry changes) may be passed back into Tekla Structures [9].

Tekla Structures offers a selection of different standard and proprietary formats for import and export. Of those only .dxf is also supported by PowerConnect. However, Tekla Structures may be combined with various systems through its open Application Programming Interface, Tekla Open APITM.

3 2.2 Tekla Structures 2 SOFTWARE AND CONCEPTS

Table 1: Basic joint components from Table 6.1 in Eurocode 3, 1-8 [5]

Components Components

Beam or Column web column ﬂange 1 7 panel in shear and web in compression

Column web in Beam web in 2 8 transverse tension compression

Column web Plate in tension 3 in transverse 9 or compression tension

Column ﬂange 4 10 Bolts in tension in bending

End plate in 5 11 Bolts in shear bending

Bolts in bearing Flange cleat in (on beam 6 12 bending ﬂange, end- plate or cleat)

• : Most exposed area in component.

4 2 SOFTWARE AND CONCEPTS 2.2 Tekla Structures

Tekla Open APITM

Tekla Open API enables interaction between Tekla Structures and other software by allowing the users to edit models and drawings by developing their own extensions [10]. These extensions may be applications or plug-ins. The main difference between those is that the plug-in is run inside Tekla Structures whereas the application is launched as a separate process. Thus, it cannot be guaranteed that Tekla Structures is running upon the entire execution of the application. This is solved by adding a "handle" [10] to be able to insert, select, modify, delete and query objects in Tekla Structures.

Tekla suggests three ways of utilising the Tekla Open APITM to create an application:

• VBA macros utilising COM technology

• COM applications

• .NET applications

A plug-in is a component tool for automatic creation of objects in Tekla Structures [10]. It is modiﬁable and dependent on input objects. Some templates for creating plug-ins exist. For instance, the base class ConnectionBase simpliﬁes the creation of plug-ins for connections, details and seams.

The recommended way to define the dialog box of a plug-in is by using Windows Forms, a part of the Microsoft .NET Framework, available in Visual Studio. An alternative to Windows Forms is using the input file format INP. This is the same defin- ition language as is used in custom and system components in Tekla Structures[10]. The difference between those two approaches is mainly the way of implementing the dialog box.

The different options for creating applications and plug-ins are presented in table 2.

Table 2: Extension types in Tekla Open API

Applications Plug-ins VBA COM .NET WinForms INP

5 2.3 State of the art 2 SOFTWARE AND CONCEPTS

2.3 State of the art Among others, buildingSMART International [2], National Institute of Building Sci- ences [11] and Bentley Systems [12] strive for cooperation between different software providers. However, although there is an understanding that one common standard would be better, several standards are in use at the time as the providers support different standards.

Industry Foundation Classes (IFC)

IFC is a specification package developed by buildingSMART International. They offer several different structured formats for different purposes. In addition to the default .ifc exchange format they have also developed the XML based .ifcXML format. The former has become the most common standard for data exchange between the different stages of a construction process. The latter is an IFC data file with the XML document structure. It is typically 300-400% larger than an .ifc file. The IFC standard has been accepted by most of the industry, and is widely implemented in the most popular BIM software.

Tekla Structures and PowerConnect

It is possible to export a .dxf ﬁle from PowerConnect and import it in Tekla Struc- tures. Together with dimension values, this may be used as a sketch for modelling the connection from scratch [13]. This is probably the most common method for connecting the two programs today.

BuildSoft is working on the development of an application linking Tekla Structures and PowerConnect, using VBA and Excel. It is unknown when and whether a solution will be released.

Whereas Tekla Structures supports all IFC formats, PowerConnect supports neither. If this is to be implemented, it should be performed in the PowerConnect source code, which is not public.

STAAD.Pro and RAM Connection

Bentley offers an alternative for the American market, namely the STAAD.Pro and RAM Connection link [14]. This link supports design according to the American standards AISC ASD and LRFD. RAM Connection also provides support for the AISC 13th edition uniﬁed code.

6 2 SOFTWARE AND CONCEPTS 2.3 State of the art

RAM Structural System and Revit Structure

The RAM Structural System - Revit Structure link offers an export and import solution between Bentley’s software for modelling, analysis and design and Autodesk’s BIM software for engineering, design and documentation [15]. RAM Structural Sys- tem supports several different standards, in different parts of the system, like AISC and BS in addition to Eurocode 2 and 3 [16].

7 2.3 State of the art 2 SOFTWARE AND CONCEPTS

8 3 EXTENSION DEVELOPMENT

3 Extension development

3.1 Speciﬁcation The desired outcome of this work is an extension to Tekla Structures that communic- ates with PowerConnect and requires a minimum of effort from the user. This may be an application or a plug-in and communication through XML is suggested as a possibility.

A selection of connections from the PowerConnect library should be created as components in Tekla Structures and be compatible for modiﬁcation and optimisation in PowerConnect.

A simple scenario is illustrated by the Use Case Diagram [17, 18] in Figure 1. The user models a steel connection in Tekla Structure and exports the connection to PowerConnect where optimal values are found and conﬁrmed by the user. The con- ﬁrmed values are imported into Tekla Structures where the original model is altered accordingly.

Title: Create optimal steel connection

Figure 1: Use Case Diagram

9 3.2 The approach 3 EXTENSION DEVELOPMENT

3.2 The approach

As mentioned in Section 2.1, PowerConnect has a library of connections and it has been decided to limit the scope of the extension to a selection of those. Because Tekla Structures has an open API, the chosen approach aim at modelling the connections from this library in Tekla Structures, with the possibility of altering dimensions and other properties of bolts, welds, plates etc.

It has been focused on one of the connections from the PowerConnect library, with the possibility of further development to support several connections in mind. Loads may be added in Tekla Structures and exported to analysis software. However, it is here assumed that loading is applied in PowerConnect manually. The procedure for applying loads directly in PowerConnect is straight-forward and clear.

3.3 The steel connection

The connection implemented in the extension is a joint between a column and a beam with a welded end plate and a bolt group, as this was assumed to be the best alternative to start with. This connection is the top-left connection in the PowerConnect 2012 start-up screen shown in Figure 2 and is shown more detailed in Figure 3a. Default column proﬁle for this connection in PowerConnect is HEA200 and beam proﬁle IPE270.

Figure 2: PowerConnect 2012 Start-up library

10 3 EXTENSION DEVELOPMENT 3.4 XML interface

(a) Structure of the connection (b) Dimensions of the end plate

Figure 3: PowerConnect model

The end plate should be resized if beam and column proﬁles change. Figure 3b from PowerConnect illustrates how the height of the plate depends on the beam height, L, with an upper and a lower offset, u1 and u2. The plate width is equal to the column width, W , and the plate thickness, th is set to be the same size as the column ﬂange thickness, as default in PowerConnect.

3.4 XML interface

PowerConnect saves projects as XML structured .bpc-ﬁles. Similar structured ﬁles may be generated from Tekla Structure by using the Tekla Open API. By this approach data may be interchanged between the two programs.

PowerConnect does not support the IFC standard, and implementation of this is too extensive for this thesis. Use of .ifcXML is therefore disregarded.

BuildSoft did a brief attempt to create a template for the minimum .bpc-file, but concluded that most tags were necessary for running the analysis. A trial and er- ror approach, basically based on removing tags from a .bpc-file before opening it in PowerConnect, revealed that some tags could be removed without noticeable ef- fect, although many of them seemed to be essential for running analysis. The plan thus became to generate an XML-file with the XmlTextWriter, provided by the .NET Framework, with the same tags as a working .bpc-file and replace the names and num- bers, where possible, according to the Tekla model. A sample .bpc-file is included in Appendix A.

11 3.5 Implementation 3 EXTENSION DEVELOPMENT

3.5 Implementation Two main ways of implementing the extension were considered: A custom component to be altered by a .NET application and a plug-in with INP or WinForms. The implementation processes are presented in the succeeding sections.

Custom component

The ﬁrst approach was to model a custom component in Tekla Structures and a .NET application to modify its parameters, according to the speciﬁcation. A custom component in Tekla Structures is a model, e.g. a connection, that is saved as one item for easy reuse later. The component can be parametrised and the modeller choose which values that may be altered.

A custom component is created in Tekla Structures, geometrically identical to the plug-in described in the next section. The parameters for this custom component is shown in Figure 4.

Figure 4: Custom component parameters

The access of the parameters through the API was more problematic than ﬁrst assumed and the approach was early set aside to model the connection as a plug-in.

Plug-in

A selection of examples are provided with the Tekla Open API Startup Package. With the source code of a plug-in for a splice connection between two beams (the Splice- Connection plug-in) as a basis, the ConnectionPlugin was developed.

12 3 EXTENSION DEVELOPMENT 3.5 Implementation

The dialog box of the plug-in, shown in Figure 13, is defined using the same defini- tion language as custom components and system components in Tekla Structures, the input file format INP. Figure 5 shows the connection modelled as a plug-in using INP.

Figure 5: The connection as an INP plug-in in Tekla Structures

The ConnectionBase is a template for creating details and connections as plug-ins. Plug-ins based on this template take one main part and one or more secondary parts as input. This is done by clicking the parts in the right order inside the model.

Cross-section properties

A certain profile, e.g. HEA200, has a set of dimensions and other cross-sectional properties. Although PowerConnect probably have these values stored, a solution for accessing them through XML has not been found. When only the profile name is passed in the .bpc file, the other values are set to zero. These values are therefore extracted from Tekla Structures, or derived from other values where necessary.

Comparison of the values found in PowerConnect and those extracted from Tekla Structures reveals that the level of precision in PowerConnect is slightly higher. Some examples are shown in Table 3. The derived values are based on the dimension properties of the connection. These are given with the same precision in Tekla Structures and PowerConnect. For the majority of the derived parameters, the same equations have been used in the plug-in as in PowerConnect, and the derived values tend to be more precise than the ones extracted from Tekla Structures.

13 3.5 Implementation 3 EXTENSION DEVELOPMENT

Table 3: Precision in PowerConnect vs. Tekla Structures

Parameter PowerConnect Tekla Structures Relative difference

Cross-section area 5383.58901063716 5383 + 0.01% Iy 36924429.0935206 36920000 + 0.01% Iz 13355153.1052798 13360000 - 0.03%

As the plug-in should support as many cross-sections as possible, a parametric solution with equations is more convenient than looking up tabulated values, although this might be the easiest for ﬁxed cross-sections. The equations derived in this thesis are for H- and I-proﬁles only, but this may be extended at a later stage.

Profile dimensions appear in the PowerConnect XML scheme as a list of unspecified dimension tags. With help from Figure 6 and human interpretation, the corresponding values in Tekla Structures are found through the API. They are all displayed in Table 4. The values are read as shown in the following code example and written to the .bpc-file with a XmlTextWriter. double beamHeight = 0.0; beam.getProperty("PROFILE.HEIGHT", ref beamHeight);

Figure 6: Proﬁle dimensions in PowerConnect

Whereas the dimensions were rather straightforward to export from Tekla Structure, some of the more complex properties presented in Table 5 were more challenging. Most properties were found in Tekla Structures with the same technique as for the cross-section dimensions. The remaining values were derived from the found properties.

14 3 EXTENSION DEVELOPMENT 3.5 Implementation

Cross-section properties are derived in PowerConnect with respect to the coordinate system in Figure 7. Due to double symmetry, ψ and ζ equals y and z, respectively.

Figure 7: Characteristics and principal axes of inertia of HEA200 in PowerConnect

The ﬁrst moment of area, Sy, is derived by [19]:

R Sy = A xdA = ΣxiAi

Considering the I-proﬁle in Figure 8, we get the following formula, relative to the lower left corner of the proﬁle:

B 2 H tf 2 π Sy = 2 tf + tw 2 (H − 2tf ) + Btf (H − 2 ) + 2Hr (1 − 4 )

The last term in the formula represents the contribution from the the roundings. The roundings may be approximated by the circular drawing to the right in Figure 8.

Table 4: Proﬁle dimensions

Fig 6 XML tag in PowerConnect Tekla Structures name

B 200 PROFILE.WIDTH H 190 PROFILE.HEIGHT tw 6.5 PROFILE.WEB_THICKNESS tf 10 PROFILE.FLANGE_THICKNESS r 18 PROFILE.ROUNDING_RADIUS_1

15 3.5 Implementation 3 EXTENSION DEVELOPMENT

Figure 8: Proﬁle dimensions in PowerConnect

The corresponding formula for Sz will then be:

2 B 2 π Sz = tf B + tw 2 (H − 2tf ) + 2Br (1 − 4 )

0 The plastic section modulus, Wpl,y, may be derived from the ﬁrst moment of area Sy, with respect to the neutral axis, by the following formula [20]:

0 Wpl,y = 2Sy

Further, this leads to the formulas:

B tw H 2 π H r Wpl,y = 2[tf (H − tf ) + ( − tf ) + 2r (1 − )( − tf − r + π )] 2 2 2 4 2 6(1− 4 ) H 2 2 π H r = tf B(H − tf ) + tw( − tf ) + 4r (1 − )( − tf − r + π ) 2 4 2 6(1− 4 )

B B tw tw 2 π tw r Wpl,z = 2[2 tf + (H − 2tf ) + 2r (1 − )( + r − π )] 2 4 2 4 4 2 6(1− 4 ) 2 2 B tw 2 π tw r = tf + (H − 2tf ) + 4r (1 − )( + r − π ) 2 4 4 2 6(1− 4 )

Shear area for rolled I- and H- proﬁles, loaded parallell to the web is given by [21]:

Avz = A − 2Btf + (tw + 2r)tf ,

but not less than ηhwtw, where hw is the height of the web, h − 2tf . When loaded parallell to the width, the shear area is given by [21]:

16 3 EXTENSION DEVELOPMENT 3.5 Implementation

Avy = A − Σ(hwtw) = A − (h − 2tf )tw

The tortional constant, IT , may be approximated by the formula [7]:

1 P 3 IT,approx = 3 biti , ti << bi

This gives a value for IT that is significantly lower than tabular values and limited to thin-walled H- and I-profiles. For circular profiles a more exact value may be found by using the correlation IT = Iz. In PowerConnect, and in the plug-in, the torsion constant is calculated by the formula [22]:

2 3 1 3 IT = 3 (B − 0.63tf )tf + 3 (H − 2tf )tw (r+t /2)2+(r+t )2−r2 +2( tw )(0.145 + 0.1 r )[ w f ]4 tf tf 2r+tf

Iw is the warping constant given by [7] as:

1 3 2 Iw = Cw = 24 (tf b hf )

The cross-section properties and how their values are found are summarised and presented in Table 5.

17 3.5 Implementation 3 EXTENSION DEVELOPMENT

Table 5: Cross-section properties for HEA 200

XML tag in PowerConnect Tekla Structures name

5383.58901063716 PROFILE.CROSS_SECTION_AREA 511440.956010531 Formula 538358.901063717 Formula 36924429.0935206 PROFILE.MOMENT_OF_INERTIA_X 13355153.1052798 PROFILE.MOMENT_OF_INERTIA_Y 100 PROFILE.WIDTH / 2 95.0000000000002 PROFILE.HEIGHT / 2 388678.200984428 PROFILE.SECTION_MODULUS_X 388678.200984427 PROFILE.SECTION_MODULUS_X 133551.531052798 PROFILE.SECTION_MODULUS_Y 133551.531052798 PROFILE.SECTION_MODULUS_Y 82.8172767447484 PROFILE.RADIUS_OF_GYRATION_X 49.8067824144329 PROFILE.RADIUS_OF_GYRATION_Y 36924429.0935206 = IY 13355153.1052798 = IZ 429521.292081565 Formula 203822.313107166 Formula 100 = YS 95 = ZS 1808.58901063716 Formula 4159.25 Formula 209849.432607371 Formula 108000000000 Formula 133551.531052798 = WZL 133551.531052798 = WZR 388678.200984428 = WYU 388678.200984427 = WYB 95 = ZS 100 = YS 203822.31310716 = WPLZ 429521.292081565 = WPLY 100 = YS 95.0000000000002 = ZS 10 PROFILE.FLANGE_THICKNESS

18 3 EXTENSION DEVELOPMENT 3.5 Implementation

Bolts

In PowerConnect bolts are positioned with horizontal and vertical distances according to Figure 9. The important values for each row are the horizontal distance and the distance from the bolts to the row above, or to the top of the plate for the upper row. These values are passed in the .bpc ﬁle together with the bolt diameter.

Figure 9: Bolt positioning in PowerConnect

For the plug-in, a working solution using the same vertical and horizontal distances is established. The bolts are positioned relative to the middle of the plate, and the upper distance of the upper bolt row is derived from the plate height and included in the .bpc ﬁle. It has been focused on bolt positioning rather than bolt types, so distances and diameter are currently the only values that may be altered in the plug-in. Number of bolts are ﬁxed to six bolts distributed into three rows of two bolts at this stage.

19 3.5 Implementation 3 EXTENSION DEVELOPMENT

Welding

PowerConnect allows automatic calculation of welding lengths, see Figure 10. The plug-in dialog includes a ﬁeld for weld thickness. Apart from being able to alter this value, default methods and values for welding are used in both Tekla Structures and PowerConnect.

Figure 10: Weld dialog in PowerConnect

Materials

The default material in PowerConnect is Steel S235. By including only the following lines of material properties in the exported .bpc ﬁle, S235 will be used for that part.

1 3 1

To allow for other materials, material properties may be extracted from Tekla Struc- tures and included in the .bpc ﬁle, as for cross-section properties. The relevant properties are displayed in Table 6. All values, except for one, are found by the same methods as the cross-section properties. The transversal Young modulus, G is then derived from the Young modulus, E, and the Poisson ratio, ν, with the formula [20]:

E G = 2(1+ν)

20 3 EXTENSION DEVELOPMENT 3.5 Implementation

If the material is not already included in PowerConnect, it will be added in its material library.

The number in the tag may be a number from one to ﬁve, depending on type of material, see Table 7. For now, it is assumed that the materials used in the plug-in are some sort of steel, as steel connections are the scope of the thesis. This may be extended at a later stage.

Table 6: Material properties

XML tag in PowerConnect Tekla Structures name column.Material.MaterialString MATERIAL.MODULUS_OF_ELASTICITY MATERIAL.POISSONS_RATIO MATERIAL.THERMAL_DILATATION MATERIAL.PROFILE_DENSITY Formula

Table 7: Material types in PowerConnect

Number Material name 1 Steel 2 Concrete 3 Timber 4 Aluminium 5 Mix Concrete-Steel

21 3.5 Implementation 3 EXTENSION DEVELOPMENT

22 4 RESULTS

4 Results

Two main approaches for creating a link between Tekla Structures and PowerConnect were tried throughout the work. A custom component with a .NET application and a plug-in. During the work the plug-in approach proved superior, and the other approach was disregarded. Only the plug-in is presented in the succeeding sections.

4.1 Short description of the plug-in A plug-in is implemented, which inserts a connection between an intersecting beam and column and immediately prompts export to PowerConnect for analysis. The plug-in is limited to support H- and I-proﬁles, as only formulae for these cross- sections are implemented for the derived parameters. Some of these equations further require double symmetry and that the elastic and plastic axes intersect.

It is possible to apply the connection to both beam ends and at any height of the column. However, the column must be oriented with its ﬂange towards the beam.

The desired result was a solution for two-way communication. However, because of the complexity of PowerConnect’s .bpc-ﬁle, only the connection from Tekla Struc- tures to PowerConnect has been established. It is presently unknown whether a solution for the other way around should or could be established with the same approach. It is assumed more convenient to establish a link through PowerConnect’s source code.

4.2 Installing the plug-in The plug-in is a .dll-ﬁle and is automatically included in Tekla Structures when copied into Tekla’s plugins folder. Note: This will not be possible while the program is running. The ﬁle path should be something like this:

C:\Program Files\Tekla Structures\18.1\nt\bin\plugins\

In Tekla Structures, the plug-in is called ConnectionPlugin and is found in the Com- ponent Catalog (ctrl + F) as seen in Figure 11.

23 4.3 Using the plug-in 4 RESULTS

Figure 11: Component Catalog

4.3 Using the plug-in The ConnectionPlugin may be applied wherever a column and a beam intersect as in Figure 12, at any column height. It is required that the column is oriented with its ﬂange towards the beam.

Figure 12: Column-beam intersection

The dialog box in figure 13 allows the user to change the values of the connection that is not automatically controlled by the plug-in. It is displayed by double clicking the plug-in name in the Component Catalog. If a field is empty, or filled with invalid input, default values will be used.

24 4 RESULTS 4.3 Using the plug-in

Figure 13: Dialog box

Step 1: Select the plug-in in the Component Catalog. The prompt line asks the user to select the main part, see Figure 14.

Figure 14: Prompt line: Pick main part

Step 2: The column is the main part in the connection. Select the column. The prompt line asks for the secondary part, see Figure 15.

Figure 15: Prompt line: Pick secondary part

Step 3: In this case there is only one secondary part, the beam. Select the beam and the dialog in Figure 16 appears.

25 4.3 Using the plug-in 4 RESULTS

Figure 16: Save PowerConnect-ﬁle

Step 4: Choose a name and a location for the .bpc-file and press Save. The saved file may be opened in PowerConnect immediately for analysis, to see if any part needs modific- ation, see Figure 17.

Figure 17: Open ﬁle in PowerConnect

Step 5: Press Yes to open the saved file in PowerConnect and No to proceed without modific- ations. The file may be opened and the model altered later.

The connection is inserted together with a cone. It will be green, like in Figure 18, if everything is ﬁne. If it turns yellow or red some properties should be changed.

26 4 RESULTS 4.4 Example of use

Figure 18: Connection inserted

4.4 Example of use As a simple test example, a connection between the default beam and column in PowerConnect is modelled and analysed. First, both modelling and analysis is performed in PowerConnect alone, with default settings as in Figure 19 and a chosen sample loading as in Figure 20. Second, the plug-in is used to connect a beam and a column in Tekla Structures, as described in Section 4.3, followed by analysis in PowerConnect with the same sample loading as before. The maximum values are presented in Table 8, and a more detailed summary of the results from both analyses are added in Appendix B.

Figure 19: Default values in PowerConnect

27 4.4 Example of use 4 RESULTS

Figure 20: Sample loading in PowerConnect

Table 8: Maximum values from analysis

Capacity Default Plug-in Maximum positive moment (MRd+) 38,9 kNm 38,9 kNm Max positive moment allowed by welds 77,2 kNm 77,2 kNm Maximum tension in the beam (TRd) 288,4 kN 288,4 kN Maximum compression in beam (CRd) 432,4 kN 432,3 kN Moment combined with normal force (MSd/MRd + NSd/NRd) 0,28 0,28 Maximum shear force (VRd) 456,4 kN 456,4 kN Maximum shear allowed in the column web 220,8 kN 220,8 kN

The small changes in compression is assumed a result of different precision in the parameters of PowerConnect and Tekla Structures. It can be concluded that the small changes due to approximation and calculation have little or no impact on the capacity values from the analysis.

28 5 DISCUSSION

5 Discussion

5.1 Approaches

Pros and cons for four different approaches of creating steel connections are summarised in Table 9.

Table 9: Pros and cons

Approach Pros Cons

Manual + Support for all - Time consuming cross-sections and connection types Custom + Support for all - Time consuming export to Component cross-sections PowerConnect & + Parametrisable Manual export + Effective modelling (except the ﬁrst time) + May create any connection as a Custom Component Custom + As above - Challenging implementation Component + Effective export to - Not implemented & .NET PowerConnect (when (no connection to application implemented) PowerConnect)

Plug-in + Effective modelling - Further implementation + Parametrisable may be demanding + Modiﬁable + Effective export to PowerConnect + Portability (.dll)

The main advantage of the plug-in compared to the other more manual approaches is the link to PowerConnect. The possibility to analyse the connection in PowerConnect as it is inserted in Tekla Structures help the modeller to achieve the optimal solution faster.

29 5.2 Cross-section and material properties 5 DISCUSSION

5.2 Cross-section and material properties

Some section and material properties are extracted from the Tekla Structures model. The levels of precision in PowerConnect and Tekla Structures are slightly different, PowerConnect is more precise. The relative difference of some of the values is shown in Table 3. This should have an insigniﬁcant impact on the results. Other properties are derived from the cross-section dimensions. As most of the equations in the plug- in are the same as in PowerConnect, the derived values are equal or very close to those found in PowerConnect. It seems unlikely that the small differences in the results are due to rounding errors. They more likely come from discrepancies in formulae, but it’s even more probable that they come from the values assumed negligible.

The advantage of calculating values in the plug-in is that properties not included in Tekla Structures, but required in PowerConnect, may be included in the plug-in. One disadvantage is that the calculations increase the length of the code and thus both coding time and run time of the plug-in. Further, as the equations used are limited to specific geometrical shapes, implementation of new equations is required to support cross-sections with other geometry. Only H- and I-profiles are supported in the current version of the plug-in. An option could be to let the user enter the cross- sectional parameter values to support all cross-sections. However, PowerConnect only supports H-, I- and hollow core profiles.

Extracting values from Tekla Structures may decrease the chances of errors, as it is assumed that the values in Tekla Structures are correct. The difference in precision is regarded negligible. This solution relies on that the parameters exist in Tekla Struc- tures with a valid value. As the calculated values are derived from extracted values, this will also be the case for these parameters.

It has been noticed that several of the derived parameters are included in Tekla Struc- tures, but set to zero. When a link from PowerConnect to Tekla Structures is established, values may be saved here. If it turns out that it is possible to extract any of these values directly from Tekla Structures, modifying the plug-in to do so would be preferable. If it is the case for several parameters, unnecessary work have been performed here, but at least it has lead to a working solution.

It is assumed that all materials are some sort of steel, as the scope of the thesis is steel connections. Support for other materials may be implemented, see section 3.5 on Materials.

30 5 DISCUSSION 5.3 Data exchange

5.3 Data exchange Using a shared model between Tekla Structures and PowerConnect is problematic as the implementation of reading it in PowerConnect is difﬁcult without access to the source code. Moreover, the set-up of a shared database is a demanding job.

Exchanging data from Tekla Structures to PowerConnect is possible as the Tekla Open API may fetch data from a Tekla Structures model and write it to a custom- ized XML ﬁle with the structure of a PowerConnect project ﬁle. Some properties are not transferred in the current solution, and further implementation is required. Large amounts of code may be reused for this.

A problem with the current plug-in is the passing of data through a text file instead of an interconnected model. Reading the PowerConnect project file requires human interpretation and a solution for reading this file in Tekla Structures is not implemented. A link from PowerConnect to Tekla Structures is therefore not included in the current plug-in. This is probably the main shortcoming of the plug-in, as modified properties now must be updated manually.

There might be a better way to connect the programs with access to PowerConnect’s source code. It should be possible to look up values for standard sections from data- bases in PowerConnect rather than deriving them in the plug-in. For non-standard cross-sections an alternative could be for the user to enter the property values rather than for the plug-in to derive them.

31 5.3 Data exchange 5 DISCUSSION

32 6 CONCLUDING REMARKS

6 Concluding remarks

6.1 Summary of work A plug-in for Tekla Structures has been established. It inserts a beam-column steel connection that may automatically be exported to PowerConnect for analysis. The implemented plug-in is limited to handle H- and I-proﬁled cross-sections of different steel types. Parameters are extracted from Tekla Structures to PowerConnect, and a few are calculated based on values found in Tekla Structures. Relevant parameters are written to a XML structured .bpc ﬁle to be opened and analysed in PowerConnect. No link from PowerConnect to Tekla Structures have been established.

6.2 General conclusions Of the different approaches compared in Section 5.1, the plug-in stand out as a prom- ising alternative to the more manual approaches. The main disadvantage of the plug- in compared to the manual options is support for other connection types and cross- sections. If this and other functionality are added, the plug-in is likely to become a good choice.

The major advantage of the plug-in is the possibility to analyse the connection in PowerConnect immediately after it is inserted in Tekla Structures. Unfortunately, no link from PowerConnect to Tekla Structures for automatic update of the connection’s parameters has been established.

6.3 Suggestions for further work The results presented propose for further development. For some tasks parts of the code may be reused and other parts must be implemented from scratch.

Some main functionality that should be implemented are: • Support for other cross-sections, primarily hollow core sections as these are supported by PowerConnect. This may be done by gaining access to data from PowerConnect, extracting the for now calculated values from Tekla Structures or extending the calculations to include other geometry. • Implement a wider range of connections from PowerConnect library, including support for beam-column-beam and beam-beam connections. The connections in Figure 21 should be possible to create with the single beam-column connection created in this work as a basis. This could be done as modiﬁcations to the old plug-in or as separate plug-ins.

33 6.3 Suggestions for further work 6 CONCLUDING REMARKS

• Toolbar button. A button on the toolbar would yield easier access to the plug-in than the line in the Component Catalog. • Export of loads from Tekla Structures to PowerConnect. • Link from PowerConnect to Tekla Structures to update modiﬁed parameters automatically after analysis.

(a) Bolted moment end plate on both (b) Beam to beam with end plate column ﬂanges

Figure 21: PowerConnect connections to be implemented

Further, the dialog box of the plug-in could be improved by for instance adding: • Button for export to PowerConnect • Figure of selected connection • Combo box for connection type • Combo box for material

The bolt section may be extended with more options for modiﬁcation. It should among other things be possible to: • Edit bolt standard • Change number of bolt rows • Change number of bolts per row • Allow uneven bolt distribution

34 6 CONCLUDING REMARKS 6.3 Suggestions for further work

Several controls should be added and the plug-in should undergo extensive testing.

The optimal solution for an extension for connections would involve a single function for automatic evaluation of all connections in the entire model at once. This requires a considerable amount of work, and has not yet been established. Work may be pro- ceeded and a more user friendly and extensive solution might be developed based on what has been performed here combined with further work.

35 6.3 Suggestions for further work 6 CONCLUDING REMARKS

36 REFERENCES REFERENCES

References

[1] Microsoft Corporation, COM: Component Object Model Technologies, http: //www.microsoft.com/com/ (2013-05-27).

[2] buildingSMART International Ltd., IFC Standard, http://www. buildingsmart-tech.org/specifications/ifc-overview/ ifc-overview-summary (2013-04-09).

[3] World Wide Web Consortium (W3C), Extensible Markup Language (XML), http://www.w3.org/XML/ (2013-05-27).

[4] BuildSoft NV, PowerConnect, http://www.buildsoft.eu/en/ product/powerconnect (2013-02-20).

[5] European Comittee for Standardization (CEN), Eurocode 3: Design of steel structures - Part 1-8: Design of joints, EN1993-1-8, 2005.

[6] BuildSoft NV, Part 1: Getting Started with PowerConnect (Euro- code edition), http://downloads.buildsoft.eu/pdf/en/ PowerConnectManual-EN-Part1AEC3-A4.pdf, 2008 (2013-02-20).

[7] Larsen, P. K., Dimensjonering av stålkonstruksjoner, 2nd ed., Tapir Akademisk Forlag, Trondheim, 2010.

[8] Tekla Corporation, Tekla BIM Software, http://www.tekla. com/international/products/tekla-structures/Pages/ Default.aspx (2013-02-20).

[9] Tekla Corporation, Integration with analysis and design, http://www.tekla.com/international/solutions/ building-construction/structural-engineers/ integration-with-A-D/Pages/Default.aspx (2013-05-28).

[10] Tekla Corporation, Tekla Open API Developer’s Guide, 2011.

[11] National Institute of Building Sciences, About the National BIM Standard- United StatesTM, http://www.nationalbimstandard.org/about. php (2013-04-09).

[12] Bentley Systems Inc., Empowering Intelligent Structural Design Through Integrated Structural Modeling, http://www.bentley.com/en-US/ Products/Structural+Analysis+and+Design/ISM/ (2013-04-09).

37 REFERENCES REFERENCES

[13] EDR MEDESO BIM, Export Power Connect to Tekla Structures, http:// youtu.be/CoXMwdH-t7M, 2012 (2013-02-20).

[14] Bentley Systems Inc., STAAD.Pro and RAM Connection link, http://communities.bentley.com/administrators/the_ bentley_structural_team/m/the_bentley_structural_ team-files/60046/download.aspx, 2009 (2013-04-09).

[15] Bentley Systems Inc., RAM Structural System and Revit Structure link, http://www.bentley.com/en-US/Promo/Structural+Team/ RSS+Revit.htm (2013-04-09).

[16] Bentley Systems Inc., RAM Structural System V8i Release 14.04 New Features and Enhancements, http://www.bentley.com/en-US/Products/ RAM+Structural+System/New-Features-Enhancements.htm (2013-05-01).

[17] N.N., Use Case Diagram, http://en.wikipedia.org/wiki/Use_ Case_Diagram (2013-05-10).

[18] Fowler, M., UML Distilled, 3rd ed., Pearson Education, Inc., Boston, MA, 2004.

[19] Irgens, F., Formelsamling mekanikk, 3rd ed., Tapir Akademisk Forlag, Trond- heim, 1999.

[20] Larsen, P. K., Clausen, A. H., Aalberg, A., Stålkonstruksjoner - Proﬁler og formler, 3rd ed., Tapir Akademisk Forlag, Trondheim, 2007.

[21] European Comittee for Standardization (CEN), Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings, EN1993-1-1, 2005.

[22] Arcelor Mittal LCE, Sections and Merchant Bars - Sales Programme, http://www.arcelormittal.com/sections/fileadmin/ redaction/4-Library/1-Sales_programme_Brochures/ Sales_programme/ArcelorMittal_EN_FR_DE.pdf (2013-05-24).

38 A SAMPLE .BPC-FILE

Appendices

A Sample .bpc-ﬁle

1 2 < !−−Exported file from Tekla Structures−−> 3 4 2012< / DESIGNVERSION> 5 1< / DESIGNREVISION> 6 7 8 9 10 11 102< / TCONNECTION_VERSION> 12 −1< / TCONNECTION_PARTOFDOUBLECONNECTION> 13 1< / TCONNECTION_CONNECTIONTYPE> 14 1< / TCONNECTION_AXISTYPE> 15 0< /TCONNECTION_NODENUM> 16 0< / TCONNECTION_CONNECTIONNUM> 17 18 19 20 HEA200< /SECTIONNAME> 21 4< / SECTIONTYPE> 22 True< /ROLLED> 23 F a l s e < /COOL> 24 1< / VERSION> 25 26 200< / DIMENSION> 27 190< / DIMENSION> 28 6 ,5 < / DIMENSION> 29 10< / DIMENSION> 30 18< / DIMENSION> 31 190< / DIMENSION> 32 < / CROSS−SECTION_DIMENSION> 33 34 190< / OTHER_DIMENSION> 35 < / OTHER_CROSS−SECTION_DIMENSION> 36 True< /PROPERTYCALCULATED> 37 38 39 40 41 < / TBAR_SECTION>

39 A SAMPLE .BPC-FILE

42 43 S235< /NAME> 44 < /TBAR_MATERIAL> 45 5< / TBAR_AF> 46 5< /TBAR_AW> 47 0< / TBAR_SLOPE> 48 1.5707963267949 < / TBAR_CONNECTIONANGLE> 49 2500< /TBAR_BARLENGTH> 50 0< /TBAR_UPPERLENGTH> 51 0< / TBAR_PRIORITY> 52 0< / TBAR_EXCENTRICITY> 53 2< /TBAR_TYPEBAR> 54 55 56 101< / VERSION> 57 −1< /COMBINATIONNR> 58 True< /TOBECALCULATED> 59 True< /COLUMN> 60 < /TBAR_NMV> 61 < /TBAR_LISTWITHNMV> 62 0< / TBAR_ENTREDISTANCE> 63 F a l s e < / TBAR_COUPESUPERIEURE> 64 F a l s e < / TBAR_COUPEINFERIEURE> 65 0.5< / TBAR_FRICTIONCOEFFICIENT> 66 < /TCONNECTION_BAR> 67 68 69 70 71 102< / TENDPLATE_VERSION> 72 290< /TENDPLATE_H> 73 CB< / TENDPLATE_B> 74 CF< / TENDPLATE_TH> 75 10< / TENDPLATE_U1> 76 10< / TENDPLATE_U2> 77 −1< / TENDPLATE_PERPENDICULARTO> 78 True< / TENDPLATE_PARENTBOLTS> 79 0.5 < / TENDPLATE_FRICTIONCOEFFICIENT> 80 81 S235< /NAME> 82 < /TENDPLATE_MATERIAL> 83 84 < / TENDPLATE_BOLTS> 85 < /CONNECTEDELEMENT>

40 A SAMPLE .BPC-FILE

86 < /LISTWITHCONNECTEDELEMENT> 87 103< / TBAR_VERSION> 88 0< /TBAR_NODENUM> 89 0< /TBAR_CONNECTIONNUM> 90 91 True< / DEFINED> 92 IPE270< /SECTIONNAME> 93 4< / SECTIONTYPE> 94 True< /ROLLED> 95 F a l s e < /COOL> 96 1< / VERSION> 97 98 135< / DIMENSION> 99 270< / DIMENSION> 100 6 ,599999905< / DIMENSION> 101 10 ,19999981< / DIMENSION> 102 15< / DIMENSION> 103 270< / DIMENSION> 104 < / CROSS−SECTION_DIMENSION> 105 106 270< / OTHER_DIMENSION> 107 < / OTHER_CROSS−SECTION_DIMENSION> 108 True< /PROPERTYCALCULATED> 109 110 111 112 113 < / TBAR_SECTION> 114 115 S235< /NAME> 116 < /TBAR_MATERIAL> 117 5< / TBAR_AF> 118 5< /TBAR_AW> 119 1.5707963267949 < / TBAR_SLOPE> 120 1.5707963267949 < / TBAR_CONNECTIONANGLE> 121 5000< /TBAR_BARLENGTH> 122 0< /TBAR_UPPERLENGTH> 123 1< / TBAR_PRIORITY> 124 0< / TBAR_EXCENTRICITY> 125 3< /TBAR_TYPEBAR> 126 127 128 101< / VERSION> 129 −1< /COMBINATIONNR> 130 True< /TOBECALCULATED> 131 F a l s e < /COLUMN> 132 < /TBAR_NMV> 133 < /TBAR_LISTWITHNMV>

41 A SAMPLE .BPC-FILE

134 0< / TBAR_ENTREDISTANCE> 135 F a l s e < / TBAR_COUPESUPERIEURE> 136 F a l s e < / TBAR_COUPEINFERIEURE> 137 0.5< / TBAR_FRICTIONCOEFFICIENT> 138 < /TCONNECTION_BAR> 139 < / TCONNECTION_LISTWITHBARS> 140 141 142 Combination1 < /TCONNECTION_VAL> 143 < / TCONNECTION_COMBINATIONSLIST> 144 F a l s e < /TCONNECTION_BRACED> 145 < /TNODE_CONNECTION> 146 < /TNODE_CONNECTIONS> 147 < / TPROJECT_NODE> 148 < / TPROJECT_NODES> 149 150 106< / VERSION> 151 True< /BRACED> 152 3< /AMIN> 153 < /TPROJECT_CALCULATIONPARAMETERS> 154 < /POWERCONNECT_PROJECT>

42 B ANALYSIS RESULTS FROM POWERCONNECT

B Analysis results from PowerConnect

B.1 Default connection

[Note : Connection analyses are based on Eurocode 3 : EN 1993-1-8:2005]

Summary Right-hand connection Moment Maximum positive moment (MRd+) = 38,9 kNm ≥ Applied moment (MSd) = 10 kNm Most critical combination : - Combination1 -

Max positive moment allowed by welds = 77,2 kNm ≥ Applied moment (MSd) = 10 kNm Most critical combination : - Combination1 -

Normal force Maximum tension in the beam (TRd) = 288,4 kN ≥ Applied tensile force (TSd) = 0 kN Maximum compression in beam (CRd) = 432,4 kN ≥ Applied compression force (CSd) = 10 kN Most critical combination : - Combination1 - Moment combined with normal force

Combination name MSd MRd NSd NRd MSd/MRd + NSd/NRd < 1 Combination1 10,00 38,89 10,00 432,35 0,28 V

Shear Maximum shear force (VRd) = 456,4 kN ≥ Applied shear force (VSd) = 10 kN Most critical combination : - Combination1 -

Maximum shear allowed in the column web = 220,8 kN ≥ Applied shear in the column web = 37 kN Most critical combination : - Combination1 -

Stiffness For a positive moment Sjini = 8297 kNm/Rad Sj = 4148 kNm/Rad The connection is Semi-Rigid. Most critical combination : - Combination1 -

43 B.2 Plug-in connection B ANALYSIS RESULTS FROM POWERCONNECT

B.2 Plug-in connection

[Note : Connection analyses are based on Eurocode 3 : EN 1993-1-8:2005]

Summary Right-hand connection Moment Maximum positive moment (MRd+) = 38,9 kNm ≥ Applied moment (MSd) = 10 kNm Most critical combination : - Combination1 -

Max positive moment allowed by welds = 77,2 kNm ≥ Applied moment (MSd) = 10 kNm Most critical combination : - Combination1 -

Normal force Maximum tension in the beam (TRd) = 288,4 kN ≥ Applied tensile force (TSd) = 0 kN Maximum compression in beam (CRd) = 432,3 kN ≥ Applied compression force (CSd) = 10 kN Most critical combination : - Combination1 - Moment combined with normal force

Combination name MSd MRd NSd NRd MSd/MRd + NSd/NRd < 1 Combination1 10,00 38,89 10,00 432,30 0,28 V

Shear Maximum shear force (VRd) = 456,4 kN ≥ Applied shear force (VSd) = 10 kN Most critical combination : - Combination1 -

Maximum shear allowed in the column web = 220,8 kN ≥ Applied shear in the column web = 37 kN Most critical combination : - Combination1 -

Stiffness For a positive moment Sjini = 8296 kNm/Rad Sj = 4148 kNm/Rad The connection is Semi-Rigid. Most critical combination : - Combination1 -

44 C COMPLETE SOURCE CODE

C Complete source code

ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss s s ssssss s;sss;; s ssssss s;sss;s;ssss;ss;ss;s; 3 ssssss s;sss;s;;s; 4 ssssss ;sssssssssssssss; 5 ssssss ;sssssssssssssssssss;sss;3s; 6 ssssss ;sssssssssssssssssssss; 7 ssssss ;sssssssssssssssssssssss; 8 9 ss;ss ssss ssssssssssssssss ss { ss ssss**s***s*s*ssssss*** ss ssss**sssgsssssgssss;sssgssgssssssssssssssssgsssssssss s3 ssss[ ssssss ( "ssssssssssssssss" ]] s4 s5 ssss**s***s*s*ssssss*** s6 ssss**sssssssssssgssssssssssssgsss s7 ssss[ ssssssesssessssgsss ( ssssssssssssssss s esssessssgsssssgssssssss sssssssssssssssssee]] s8 s9 ssss**s***s*s*ssssss*** ss ssss**sssgsssssgssss;sssssgsssssssss;s ssss ss ssss[ ssssssss;;; s ( ssssssssssesss s ssssssss;;; s ss]s]]s]*];]s]]]]]]] ss s3 ssss**s***s*s*ssssss*** s4 ssss**sssgsssssgssssssss ssssssssssss; s s5 ssss[ ]ssssssssssss;; s ( ]ssssssssssss;; s]ss; s]e;]se*]e]ses]] s6 s7 ssss**s***s*s*ssssss*** s8 ssss**sssgsssssgss sssssssss; s s9 ssss[ ssssssss;; s ( ssssssss;; s]ss; ss]]]ese]]]s]]]]]] 3s 3s ssss ssssss sssssssssssss ssssssssssssssss sss ssssssssssesss 3s ssss{ 33 ssssssss**s***s*s*ssssss*** 34 ssssssss**sssss;ssssssssssss ssssssgss;ssgssees;sssssssssgsssssgsss 35 ssssssss ssssssssssss ssssssssssssssssssssssss 36 ssssssss{ 37 ssssssssssss[ ssssssssss;ssss ( "]ggssss" ]] 38 ssssssssssss sssssssssssss sggssss; 39 ssssssssssss[ ssssssssss;ssss ( "]ggssss" ]] 4s ssssssssssss sssssssssssss sggssss; 4s ssssssssssss[ ssssssssss;ssss ( "ssss;ssss" ]] 4s ssssssssssss sssssssssssss ssssssssssss; 43 ssssssssssss[ ssssssssss;ssss ( "sss;sssss" ]] 44 ssssssssssss sssssssssssss sssssss;ssss; 45 ssssssssssss[ ssssssssss;ssss ( "ssss;" ]] 46 ssssssssssss sssssssssssss ssssssss;; 47 ssssssssssss[ ssssssssss;ssss ( "ssss]" ]] 48 ssssssssssss sssssssssssss ssssssss]; 49 ssssssssssss[ ssssssssss;ssss ( ";sss]s" ]] 5s ssssssssssss sssssssssssss ;sss]s; 5s ssssssss} 5s 53 ssssssss sssssssssss sgsssssgssssssssss( sssssssssssssssssssssssss ssss] 54 ssssssss{ 55 ssssssssssss**ssgsssssgssss ssssssssssssssssssgssssssssssss;gssssssssssss; 56 sssssssssssssg s(esssgsssssssss(ssssssggssss]s))sssssssggsssss))ss] 57 ssssssssssssssssssssssggsssss)sssss; 58 sssssssssssssg s(esssgsssssssss(ssssssggssss]s))sssssssggsssss))ss] 59 ssssssssssssssssssssssggsssss)sssss; 6s sssssssssssssg s(esssgsssssssss(sssssssssssssssss]s))sssssssssssssssssss))s "" ] 6s ssssssssssssssssssssssssssssssssss)s "799s" ; 6s sssssssssssssg s(esssgsssssssss(ssssssssssss;ssss]s))sssssssssssss;sssss))ss] 63 ssssssssssssssssssssssssssss;sssss)sssss; 64 sssssssssssssg s(esssgsssssssss(sssssssssssss;]s))ssssssssssssss;s))ss] 65 sssssssssssssssssssssssssssss;s)s76s6; 66 sssssssssssssg s(esssgsssssssss(sssssssssssss]]s))ssssssssssssss]s))ss] 67 sssssssssssssssssssssssssssss]s)s73ss; 68 sssssssssssssg s(esssgsssssssss(sssss;sss]s]s))ssssss;sss]ss))ss]

45 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss s 69 sssssssssssssssssssss;sss]ss)s5; 7s ssssssss} 7s 7s ssssssss ssssssssssss esssessssgsssssgssssssss 73 ssssssss{ 74 ssssssssssss sssssssssssssssssss ssssssssssssssssees)s ""s + 75 ssssssssssssssss " sss("";ssssssssssssss"" """"]"s +s "ss"s + 76 ssssssssssssssss"{ss"s + 77 ssssssssssssssss"ssss ssss(s sssssssssssssssss]ss"s+ 78 ssssssssssssssss"ssss{ss"s + 79 ssssssssssssssss "sssssssssss] sss(""ssssssssssssssss"" s""ssss;sssss"" ss]"s +s "ss"s + 8s ssssssssssssssss"ssssssss{ss"s + 8s ssssssssssssssss "ssssssssssss sss;ssss(""e ssssggssss(ss]"" s""]ggssss"" sssssssss sss;sss ss]"s +s "ss"s + 8s ssssssssssssssss "ssssssssssss sss;ssss(""]s;ssssggssss(ss]"" s""]ggssss"" sssssssss sss;sss ss]"s +s "ss"s + 83 ssssssssssssssss "ssssssssssss sss;ssss(""esssss; s"" sssss;ssss sssss]ssssssss sss s s3]"s +s "ss"s + 84 ssssssssssssssss "ssssssssssss sss;ssss(""essssss s"" ssss;sssss sssss]ss s sss;sss s4]"s +s "ss"s + 85 ssssssssssssssss "ssssssssssss sss;ssss(""essssssssssss sgsss sssss"" sssss; sssssssss sss;sss s5]"s +s "ss"s + 86 ssssssssssssssss "ssssssssssss sss;ssss(""essssssssssss sssssssss"" sssss] sssssssss sss;sss s6]"s +s "ss"s + 87 ssssssssssssssss "ssssssssssss sss;ssss("";ssssss ss(s]"" s"";sss]s"" sssssssss sss;sss s7]"s +s "ss"s + 88 ssssssssssssssss"ssssssss}ss"s + 89 ssssssssssssssss"ssss}ss"s + 9s ssssssssssssssss"}ss" ; 9s ssssssss} 9s 93 ssssssss ssssssssssssss;s ssssss ];ssss; 94 ssssssss ssssssssssssss;s sssssssssssssssssssssssss ]ssss; 95 ssssssss sssssss ;;s;s s;ssssss ;sssss; 96 ssssssss sssssss esss]sss;s ssssssss;; 97 ssssssss sssssss ess;s ssssssss; 98 ssssssss sssssss ess;s sss;ss;ssss;s; 99 ssssssss sssssss ess;s ssssssss;ess;; sss sss ssssssss**s***s*s*ssssss*** sss ssssssss**sssssssssssssgssssgsssssssssssssssssssss ss3 ssssssss ssssss ssssssssssssssss( sssssssssssssssssssssssss ssss] ss4 ssssssss{ ss5 ssssssssssss];sssss)s ss;s sssss (]; ss6 ssssssssssss]sssss)sssss; ss7 ssssssss} ss8 ss9 ssssssss**s***s*s*ssssss*** sss ssssssss**s;gsssssss;gssgsssss ssssssssgsssssgssss sssgss;ssgssssssssssss; ssss sss ssssssss ssssssssssssssssssss *ss(] sss ssssssss{ ss3 sssssssssssssssss *ssssss)s gssss ; ss4 ssssssssssssss; ss5 ssssssssssss{ ss6 ssssssssssssssss**ssgssssssssssssssgssssssssssssgss;ssgssee ss7 sssssssssssssssssgsssssgssssssssss(]ssss]; ss8 ss9 ssssssssssssssss**sssss ss;ss;sssssssssssss;s ssss sss sssssssssssssssssss;ss;ssss;ss)s];ssssssssssssssss]s sss(sss;ss;]s sss ess; ; sss ssssssssssssssssssssssss;ess;s)s];ssssssssssssssss]s sss(sssssssssss[s]]s sss ess; ; sss ss3 ssssssssssssssss**ssgsssssgsssss ssssssssssssssssssss sssss ss4 sssssssssssssssssg s(eses sssssss(sss;ss;ssss;s sssssssss;ess;]] ss5 ssssssssssssssss{ ss6 ssssssssssssssssssss**sssssssssgssssssssssss ss7 ssssssssssssssssssss*ssssss)sssssssssssssssss(sss;ss;ssss;s sssssssss;ess;]; ss8 ssssssssssssssss ss9 ssssssssssssssssssss**ssssssssssesss(essssssgssss;sssssssss]sgsss s3s ssssssssssssssssssssssss;ssssssssss ssss;sssssss)s ss;s ssss;sssssssss (]; s3s ssssssssssssssssssssssss;sssssss;ssssss)s "esss;sss)*ss s" ;

46 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss 3 s3s ssssssssssssssssssssssss;sssssss;sssss)s "sssssssss;ssssssssss;sss" ; s33 ssssssssssssssssssssssss;ssssssssgs;ssssss(]; s34 s35 ssssssssssssssssssss**segssgssgssssss;sssssssssssss; s;sssssss s36 sssssssssssssssssssssg s(ssss;sssssss;sss]s;ss )s "" ] s37 ssssssssssssssssssss{ s38 ssssssssssssssssssssssss**sssssssssss;s](ess]sgssss;ssgssssssssss ssgsssssgssssss;s s39 ssssssssssssssssssssssss;ssssss)s ss;s ;;s;s s;sssss (ssss;sssssss;sss]s;s s ssss ]; s4s ssssssssssssssssssssssss;ssssss;ss;sssssss)s ;ss;ssssss sesssssss; s4s ssssssssssssssssssssssss;ssss;;s(sss;ss;ssss;s sssssssss;ess; sssssssss sssssssss;]; s4s s43 ssssssssssssssssssssssss**ssss; ssssss sssesssgsssssssss;sssssssss s44 ssssssssssssssssssssssssssssss*ssssss sss)s ssssssses ssgs;( "sss;sss;ssssssss sss"s +s ssss;sssssss;sss]s;ss+s "ssssss;ssssssssssss;"" s "] sssgsssssss ss;sssssssss" s ssssssses essssss s]ss]s s ssssssses esss s sssssss s ssssssses ssgssssesssss sessssss]; s45 sssssssssssssssssssssssssg s(sss))s ssssss*sssss s]ss] s46 sssssssssssssssssssssssssssss;sss;sssssssssssss sssssss ssssss(ssss;sssssss;sss]s;s];sss s47 ssssssssssssssssssss} s48 ssssssssssssssss} s49 ssssssssssss} s5s ssssssssssssssssg s( ] ss sssss s s] s5s ssssssssssss{ s5s ssssssssssssssssssssssses ssgs;(s ss;sssssss(]]; s53 ssssssssssss} s54 s55 ssssssssssss**s*ssssssssssssssgss;s*ss(]s;ssss ssssssssssssssssss;ssss;ssssssssssssssss s56 ssssssssssss**s*sssssssssgsssssgss;s*ss(]s;ssss sssssssssssssssssssssssssssssssssgss;ssssss s57 sssssssssssssssssss *sssss; s58 ssssssss} s59 s6s ssssssss**sssssssssssss ss s6s ssssssss ssssssssssss eses sssssss( ess;s sss;ss; s ess;s ssssssss;] s6s ssssssss{ s63 sssssssssssssssss ssssss)s ssss ; s64 sssssssssssssg s(sss;ss;s))s sssss ))sssssssss;s))s ssss ] s65 ssssssssssss{ s66 ssssssssssssssssssssss)s gssss ; s67 ssssssssssss} s68 ssssssssssssssss s69 ssssssssssss{ s7s sssssssssssssssssssssss sss;ss;sssgsss;; ss)s "" ; s7s sssssssssssssssssssssss ssssssss;sssgsss;; ss)s "" ; s7s sssssssssssssssssss;ss;ssss*s ssssss sss;( "s*];e]]];]s]" s ssgs sss;ss;sssgsss;; s]; s73 ssssssssssssssssssssssss;ssss*s ssssss sss;( "s*];e]]];]s]" s ssgs ssssssss;sssgsss;; s]; s74 s75 ssssssssssssssss**ssgssssssgssss;sssssssss;sssssssssss s76 ssssssssssssssssssssss)sssssss s ssssssss ssssss;s]sss(ssssssss;sssssssssss s ss;s ]sss (sss;ss;sssssssssss ssss;ss;s]sssssss]]s)sss5s))s ssssssss ssssss;s]sss (ssssssss;s]sssssss s ss;s ]sss (sss;ss;sssssssssss ssss;ss;s]sssssss]]s)sss5; s77 ssssssssssss s78 ssssssssssssssss**ssgssssssgsssss;ssssssssssssss;ssgsgssssssss;ssssssss; s79 ssssssssssssssssssssss)sssssss s ssssssss sssssss;sssssss(sss;ss;sssssssssssssss;sss;(]s] ss] s ssssssss;sssssssssssssss;sss;(]s] ss;]; s8s ssssssssssss} s8s sssssssssssssssssss sssss; s8s ssssssss} s83 s84 ssssssss**sssssssssgssssssssssss s85 ssssssss ssssssssssss ssssssssssssssss( ess;s ssss;s s ess;s sss;] s86 ssssssss{ s87 sssssssssssssssss *ssssss)s gssss ; s88 ssssssssssss;ssssgss;sssssssssss ssssssss;ssssgss;sssssssssss)s];ssssssss;ssssssssrssssss (]sssssssssss;ssssgss;ssssssssss(]; s89 sssssssssssssssssss ssss;srsssgss)ssss; s9s sssssssssssssssssss ssss;s;sssgs)ssss; s9s sssssssssssssssssss ssss;s;ssssss)ssss; s9s sssssssssssssssssss sss;rsssgss)ssss;

47 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss 4 s93 s94 sssssssssssssssssssssss;sss;s ssssss;ss)ssss;sssssssssssssss;sss;(]; s95 s96 ssssssssssss**s;ssssssssssss;sssssssssssss;sss;ssgssss;sssss sssssssssssss;sssssssssss s97 sssssssssssssg s( ssssssss ssssss;s]sss(sss;s]sssssss s ss;s ]sss (ssss;ssssssssssss sssss;ss]sssssss]] )ss5]s s98 ssssssssssss{ s99 ssssssssssssssssssssss;ss]ssssss;ssssssss(ssssss;ss] ss;s; sssssss;ss] ss;s] sssssss;ss] ss;s;]; sss ssssssssssssssssssssss;ss] ss;s)s-ss*sssssss;ss] ss;; sss ssssssssssss} sss ssssssssssss ss3 ssssssssssss**s;ssssssssssss;ssssssssssssssgssssssssssssss;ssssssssgss;ssgsssss; ss4 sssssssssssssg s(sssess;]ss(ssss;s ssss;]s ss5 ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]sr]esr;" s ssgs ssss;srsssgs]s ss6 ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]s;es;r" s ssgs ssss;s;sssg]s ss7 ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]s;]]]s]];res"]]ss" s ssgs ssss;s;sssss]s ss8 sssssssssssssssssss;ssss*s ssssss sss;( "s*];e]]sr]esr;" s ssgs sss;rsssgs] ss9 ssssssssssssssss] sss ssssssssssss{ sss sss ssssssssssssssssnssssss sssssssssgss]sssssss ss3 ssssssssssssssss**sssssssssssssss sssssssssssssssssgssssss;ss ss4 ss5 ssssssssssssssss];ssssssss;ssssssssrssssss(]sssssssssss;ssssgss;ssssssssss( ss;s ;ssssgss;ssssssssss (ssssss;s]]; ss6 ss7 ssssssssssssssssssssss sssssssssss)s ss;s sssss ((ssss;srsssgss+sssss;s;sssss]s*ss (sss;rsssgs*ss+s ]ssssssggssss] ss];s **s sss ssss ss8 ssssssssssssssssssssss ]ssssssss)s ss;s sssss (sssssssssss; s-(sss;rsssgs*ss+s]ssssssggssss] s sssssssssss;];s **ss;sss ssss ss9 sss ssssssssssssssssess;s sssssssss)s ss;s ess; (ssssssssss s]sssssss]; sss sss ssssssssssssssssssssssssssssssssssss sgs)s ssssssss s ss sg]ss; ssess]]; ss3 ssssssssssssssssssssssssssssssssss*ssssssss)s ssssssss s *sssssss]ss; s;]s; ss4 ss5 ssssssssssssssssssssssssssssgsssssssgssssssssss)s "s]"s +s( sss ]ssss;s;ssssss+s "*"s +s( sss ]ssss;s;sssg; ss6 sssssssssssssssssssssssss;ssssgs)s "s]e];" ; ss7 sssssssssssssssssssssssssssssssssssssssssssssssss)s"s35"*" ; ss8 ss9 sssssssssssssssssg s(sssssssssesssss(]] s3s sssssssssssssssssssssgss ssssssssss)sssssssss; s3s s3s ssssssssssssssssnsssssssss s33 s34 ssssssssssssssssnssssss s;ssssss s35 s36 ssssssssssssssss;ssss ;ssss)s ss;s ;sss (]; s37 ssssssssssssssss;ssssss s]sssss)s]sssss;sss]s; s38 ssssssssssssssss;ssssss sesss;s)s]sssss;sss]s; s39 s4s ssssssssssssssss;ssssssss]s ssss)ssss;; s4s ssssssssssssssss;ssssssssssss;]s ssss)sssssssss; s4s ssssssssssssssss;sssssgs ;ssss)s ssss ; s43 s44 ssssssssssssssss;ssssesssss(]; s45 s46 ssssssssssssssssnsssssssss s47 s48 ssssssssssssssss];ssssssss;ssssssssrssssss(]sssssssssss;ssssgss;ssssssssss( ss;s ;ssssgss;ssssssssss (sssssssssssssssssssssss;sss;(]]]; s49 s5s ssssssssssssssss**sssssssss;ssssss]sss;ssssssssssssssgss sssss s5s sssssssssssssssssg s(ssssssesss]sss;(ssss;s sssssssss]] ** sssssssssssssssssssss]s-s sssssssss]ssssssss]]s] s5s ssssssssssssssssssss*ssssss)s ssss ; s53 s54 ssssssssssssssss];ssssssss;ssssssssrssssss(]sssssssssss;ssssgss;ssssssssss

48 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss 5 (ssssssss;ssssgss;ssssssssss]; s55 ssssssssssss} s56 sssssssssssssssssss *sssss; s57 ssssssss} s58 s59 ssssssss**sssssssssgsssssssssss; s6s ssssssss ssssssssssss ssssssesss]sss;( ess;s sss; s ess;s ssss] s6s ssssssss{ s6s sssssssssssssssss sssssss)s gssss ; s63 sssssssssssssssssss ssss;sssgs)ssss; s64 sssssssssssssssssss ssssrsssgss)ssss; s65 sssssssssssssssssss ssss;gssssssss)ssss; s66 sssssssssssssssssss sss;;sss)ssss; s67 sssssssssssssssssss ssss;s)s]sssssssssssss;; s68 sssssssssssssssssss ssss]s)s]sssssssssssss]; s69 s7s ssssssssssss ssssssss*s ssssss sss;( "s*];e]]sr]esr;" s ssgs ssss;sssg]; s7s ssssssssssss ssssssss*s ssssss sss;( "]]]s;r" s ssgs ssssrsssgs]; s7s ssssssssssss ssssssss*s ssssss sss;( "s*];e]]s;es;r" s ssgs ssss;gsssssss]; s73 sssssssssssssss;ssss*s ssssss sss;( "s*];e]]s;]e];res"]]ss" s ssgs sss;;ss]; s74 s75 ssssssssssssesss]sss;s es)s ss;s esss]sss; (]; s76 s77 ssssssssssssesssss;sesss;ss)ssss;; s78 ssssssssssssesssss;sesessssss)s ssss; s79 s8s ssssssssssssesesssss ss)s]ssssssssssss;ssss; s8s sssssssssssses;sssssssss)sssss; s8s ssssssssssssesessssssssssss)s]sssssssssssssssss; s83 ssssssssssssesesss;; ss)s esssssss s esss;; s]ss; se]];];]s]]se;]; s84 ssssssssssssessss]ssssgs)sss5; s85 s86 sssssssssssses;sssssssssssss)s ss;s sssss ( ssssrsssgss*ss s ssss;sssg*ss+sssss;*ss s ssss;gsssssss*s]; s87 ssssssssssssessssssssssssssss)s ss;s sssss ( ssssrsssgss*ss s- ssss;sssg*ss-sssss;*s s ssss;gsssssss*s]; s s88 s89 ssssssssssssesssssssssss]ggsssss s)s ssss;sssg*s; s9s sssssssssssses]sssssss]ggsssss s)ssss; s9s ssssssssssssesssssssssss]ggsssss;s)ses]sssssss]ggsssss;s)ss; s9s ssssssssssssesssssssssss]ggsssss s)ses]sssssss]ggsssss s)ss; s93 s94 sssssssssssses]ssssgs)s6s; s95 sssssssssssses] sss]ssssgs)ss; s96 sssssssssssses;gssssessssssssss)s esssssss s esss;gssssesssssssss]ss; s;r*]]s]e]]s];]*e]]]]]s; s97 s98 ssssssssssssessssssssssss sgs)s ssssssss s ss sg]ss; ssess]]; s99 ssssssssssssessssssssssssssss)s ssssssss s sssss]ss; s]];;; 3ss ssssssssssssessssssssss*ssssssss)s ssssssss s *sssssss]ss; se]s"; 3ss 3ss ssssssssssssesessss)s ssss ; 3s3 sssssssssssses;ssgssss)s gssss ; 3s4 sssssssssssses;ssgssss)ses;ssgss3s)s gssss ; 3s5 sssssssssssses]ssss)s ssss ; 3s6 sssssssssssses]ssss)s gssss ; 3s7 ssssssssssssesrsssss)sesrsssss)sesrsss3s)sesrsss4s)sesrsss5s)s gssss ; 3s8 3s9 sssssssssssses]ssesssssss](ssss]]; 3ss sssssssssssses]ssesssssss](ssss]]; 3ss 3ss sssssssssssses]ssesssssss;(ssss;]; 3s3 ssssssssssss 3s4 sssssssssssssg s(esesssss(]] 3s5 ssssssssssss{ 3s6 ssssssssssssssssssssssss;s)se; 3s7 sssssssssssssssssssssss)s ssss ; 3s8 ssssssssssss} 3s9 sssssssssssssssssss ssssss; 3ss ssssssss}

49 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss 6 3ss 3ss ssssssss**ssssssssssss ssss;sssssgsssss;s 3s3 ssssssss sssssssssssssssssss sssess;]ss( ess;s ssss;s s ess;s sss;] 3s4 ssssssss{ 3s5 sssssssssssssssss sssssss)s gssss ; 3s6 3s7 sssssssssssssg s(ssss;ss )s sssss ssss;s )s ssss ] 3s8 ssssssssssss{ 3s9 ssssssssssssssssssssss ssss;s]sss; 33s ssssssssssssssssssssss sss;]sss; 33s sssssssssssssssssssssss ssss;srsssgss)ssss; 33s sssssssssssssssssssssss ssss;s;ssssss)ssss; 333 sssssssssssssssssssssss ss s)ssss; 334 335 ssssssssssssssssss; 336 ssssssssssssssss{ 337 338 sssssssssssssssssg s(ssss;sssss*s ssssss sss;( "s*];e]]s;]]]s]];res"]]ss" s ssgs ssss;s;sssss]] 339 ssssssssssssssssssssss s)sssss;s;sssss; 34s sssssssssssssssssg s(ssss;sssss*s ssssss sss;( "s*];e]]sr]esr;" s ssgs ssss;srsssgs]] 34s ssssssssssssssssssssss s+)sssss;srsssgss*ss; 34s ssssssssssssssssss 343 ssssssssssssssss**ssssssssssssssgssssss;ssgsssss;s ssss;sssssgsssss sss;ssssssssssgs;s;gssssssssssss sgssss s 344 sssssssssssssssssssssss ssss;ssssssss)s ss;s ssssss (ssss;ss]ssssssss;s-sssss;sssssssssssss; 345 ssssssssssssssssssssssssssssssssssssssssssssssssssssss ssss;ss]ssssssss]s-sssss;sssssssssssss] 346 ssssssssssssssssssssssssssssssssssssssssssssssssssssss ssss;ss]ssssssss;s-sssss;sssssssssssss;]; 347 ssssssssssssssssssss;ssssssss]ss;sss s(ss]; 348 349 sssssssssssssssssssssss sss;sssssss)s ss;s ssssss (sss;s]ssssssss;s-ssss;ssssssssssss; 35s ssssssssssssssssssssssssssssssssssssssssssssssssssssssss sss;s]ssssssss]s-ssss;ssssssssssss] 35s ssssssssssssssssssssssssssssssssssssssssssssssssssssssss sss;s]ssssssss;s-ssss;ssssssssssss;]; 35s sssssssssssssssssss;sssssss]ss;sss s(ss ]; 353 ssssssssssssssss 354 ssssssssssssssssssssssss;s]ssss)sssss;ssssssssssss; 355 sssssssssssssssssssssss;]ssss)ssss;sssssssssss; 356 357 ssssssssssssssssssss**ssssssgsssssssssssssssgssgsssss;s(;gssssssss;sssssssssss] 358 sssssssssssssssssssssg s( ssssssss ssssss;s]sss(sss;s]sssssss s ss;s ]sss (ssss;ssssssssssss s ssss;ss]sssssss]]s)sss5] 359 ssssssssssssssssssss{ 36s sssssssssssssssssssssssssgsssssssssssssssssss(sss;ssssss]; 36s sssssssssssssssssssssssssss;]ssss)ssss;s]sssssss; 36s ssssssssssssssssssss} 363 364 ssssssssssssssssssss**ssssssssgssssssssgssss;ssss 365 sssssssssssssssssssssg s(ssssss;ssssss(sss; sssss;s ssss;]sss sssss;s]sss ssss;ssssss sssss;sssssss]] 366 sssssssssssssssssssssssssssssss)s ssss ; 367 368 ssssssssssssssss} 369 ssssssssssssssssssssg s( ] ss sssss s] 37s ssssssssssssssss{ 37s ssssssssssssssssssssssssssses ssgs;(ss;sssssss(]]; 37s ssssssssssssssss} 373 ssssssssssss} 374 375 sssssssssssssssssss ssssss; 376 ssssssss} 377 378 ssssssss**sssssssssgssgssssssssgssgsssss;ssss 379 ssssssss sssssssssssssssssss ssssss;ssssss( ess;s ssss;s s ess;s sss; s ssssss ssss;s]sss s ssssss sss;]sss 38s ssssssssssssssssssssssssssssssssssssssssssssssssss ssss;sssssss s sssssss sss;ssssss] 38s ssssssss{ 38s sssssssssssssssss *ssssss)s gssss ; 383 ssssssssssss;sssssss gsssss;ss;s)s ss;s ;ssssss (]; 384 sssssssssssssssssssssss;sss;s sss;ss;sssssssssss;sss;s)sssss;ssssssssssssssss;sss;(]; 385 ssssssssssss 386 ssssssssssssssss;s]ssss;ssssssss(ssss;ssssssss; sssss;ssssssss] sssss;ssssssss;];

50 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss 7 387 sssssssssssssss;]ssss;ssssssss(sss;sssssss; ssss;sssssss] ssss;sssssss;]; 388 389 ssssssssssssgsssss;ss;sssssss)s ss;s sssss (]; 39s ssssssssssssgsssss;ss;sssssss]ssssss)s ss;s sssss (ssss;s]ssss; sssss;s]ssss] sssss;s]ssss;]; 39s ssssssssssssgsssss;ss;sssssss] ss;s)s ss;s ssssss ( ssssss ssssss(sss;ss;sssssssssss;sss;s] ss; 39s ssssssssssssssssssssssssssssssssssssssssssssssssssssss ssssss(sss;ss;sssssssssss;sss;s] ss; s sss;ss;sssssssssss;sss;s] ss]]]]; 393 ssssssssssssgsssss;ss;sssssss] ss;s]ss;sss s(5ss]; 394 ssssssssssssgsssss;ss;sssssss] ss]s)s ss;s ssssss ( ssssss ssssss(sss;ss;sssssssssss;sss;s] ss; s sss;ss;sssssssssss;sss;s] ss]]]; 395 ssssssssssssgsssss;ss;sssssss] ss]s]ss;sss s(5ss]; 396 ssssssssssssgsssss;ss;s;ssgsss)sssss;s; 397 ssssssssssss 398 sssssssssssssg s(gsssss;ss;sesssss(]] 399 ssssssssssssssss*ssssss)s ssss ; 4ss 4ss sssssssssssssssssss *sssss; 4ss ssssssss} 4s3 4s4 ssssssss**sgsssssssgsssssssssssssgsssssssss 4s5 ssssssss sssssssssssssssssss sgsssssssssssssssssss( ssssss ssssss] 4s6 ssssssss{ 4s7 sssssssssssssssssss;s)s-ss*ssssssss;; 4s8 sssssssssssssssssss]s)s-ss*ssssssss]; 4s9 sssssssssssssssssss;s)s-ss*ssssssss;; 4ss ssssssss} 4ss 4ss ssssssss**;sssssssgss;s]sgsss 4s3 ssssssss ssssssssssss ;ssss;;s( ess;s ssss;s s ess;s sss; s ess;s ssss s esssssss s ssssss ] 4s4 ssssssss{ 4s5 ssssssssssssss; 4s6 ssssssssssss{ 4s7 ssssssssssssssssnssssss sssss;ss ss ssssss 4s8 ssssssssssssssss**ssssssss ss sssssss 4s9 sssssssssssssssssssssss ssss;srsssgss)ssss;s **r 4ss sssssssssssssssssssssss ssss;s;ssssss)ssss;s **sg 4ss sssssssssssssssssssssss ssss;s;sssgs)ssss;s **e 4ss sssssssssssssssssssssss ssss;s;sss)ssss;s **s; 4s3 sssssssssssssssssssssss ssss;s*s)ssss;s **s 4s4 sssssssssssssssssssssss ssss;ssssgssss)ssss; 4s5 sssssssssssssssssssssss ssss;se;s)ssss; 4s6 sssssssssssssssssssssss ssss;se s)ssss; 4s7 sssssssssssssssssssssss ssss;s*;s)ssss; 4s8 sssssssssssssssssssssss ssss;s* s)ssss; 4s9 sssssssssssssssssssssss ssss;s;;s)ssss; 43s sssssssssssssssssssssss ssss;s; s)ssss; 43s sssssssssssssssssssssss ssss;ss;s)ssss; 43s sssssssssssssssssssssss ssss;ss s)ssss; 433 sssssssssssssssssssssss ssss;sess)ssss; 434 sssssssssssssssssssssss ssss;se;s)ssss; 435 sssssssssssssssssssssss ssss;s]s;s)ssss; 436 sssssssssssssssssssssss ssss;s]s s)ssss; 437 sssssssssssssssssssssss ssss;s; s;s)ssss; 438 sssssssssssssssssssssss ssss;s; s s)ssss;sssssssssssss 439 ssssssssssssssss**;ssssssss ss sssssss 44s sssssssssssssssssssssss ssss;s]s)ssss; 44s sssssssssssssssssssssss ssss;sssssssss)ssss; 44s sssssssssssssssssssssss ssss;sssssss;s)ssss; 443 sssssssssssssssssssssss ssss;s;gss;sss)ssss; 444 sssssssssssssssssssssss ssss;sss)ssss; 445 ssssssssssssssss 446 ssssssssssssssss**ssssssssssssgss;s;sssss;ssss 447 ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]s;]]]s]];res"]]ss" s ssgs ssss;s;sssss]; 448 ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]sr]esr;" s ssgs ssss;srsssgs]; 449 ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]s;es;r" s ssgs ssss;s;sssg]; 45s ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]s;]e];res"]]ss" s ssgs ssss;s;ss]; 45s ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]s*]e]se]s]*]sees]s" s ssgs ssss;s*]; 45s ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]ss*]ss]s]s;e]]]]*]]" s ssgs ssss;ssssgsss];

51 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss 8 453 ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]ss]s]];]];]e]]*;e]];" s ssgs ssss;se;]; 454 ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]ss]s]];]];]e]]*;e]]]" s ssgs ssss;se ]; 455 ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]s*]sees]];]s]*];e]]];" s ssgs ssss;s*;]; 456 ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]s*]sees]];]s]*];e]]]]" s ssgs ssss;s* ]; 457 ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]ss]s;e]]]s]se]es];" s ssgs ssss;s;;]; 458 ssssssssssssssssssss;sssss*s ssssss sss;( "s*];e]]ss]s;e]]]s]se]es]]" s ssgs ssss;s; ]; 459 ssssssssssssssssssss;sssss*s ssssss sss;( "s];]*e]]ss]se]es]];]]]]s;ese;]" s ssgs ssss;s]]; 46s ssssssssssssssssssss;sssss*s ssssss sss;( "s];]*e]]ss]ess]]s]*];e]" s ssgs ssss;ssssssss]; 46s ssssssssssssssssssss;sssss*s ssssss sss;( "s];]*e]]ss*];e]]]s]]se;]" s ssgs ssss;sssssss;]; 46s ssssssssssssssssssss;sssss*s ssssss sss;( "s];]*e]]s;r]*s]]]se]];];e]]" s ssgs ssss;s;gss;ss]; 463 464 ssssssssssssssssssss;s]s)sssss;s]s*ss]+6;s **s]s ssssgssssssssssssss;sssssssss 465 ssssssssssssssssssss;sss)sssss;s]s*s(ss*s(ss+sssss;ssssssss]]s; 466 sssssssssssss 467 ssssssssssssssss**s;ss;sssssgsssr*e- ssgssssssssssssss 468 ssssssssssssssssssss;ss;s)sssss;s;sssg* sssg sss;(ssss;s;sssss s]*s+ssss;srsssgs*ssss;s;ss*s* (ssss;srsssgs-s*ssss;s;sssss]+ssss;s;sssg*ssss;s;sssss*(ssss;srsssgs - ssss;s;sssss*s]+s*ssss;srsssgs* sssg sss;(ssss;s* s]*(s- sssg sse*4]; 469 ssssssssssssssssssss;ss s)s sssg sss;(ssss;s;sssg s]*ssss;s;sssss+(ssss;srsssgs-s*ssss;s;sssss] *ssss;s;ss*ssss;s;sssg*s+s*ssss;s;sssg* sssg sss;(ssss;s* s]*(s- sssg sse*4]; 47s ssssssssssssssssssss;sess)ss*(ssss;s;sssg-ss63*ssss;s;sssss]* sssg sss;(ssss;s;sssss 3]*3 +(ssss;srsssgs-s*ssss;s;sssss]* sssg sss;(ssss;s;ss 3]*3+s*ssss;s;ss*ssss;s;sssss* (sss45+sss*ssss;s**ssss;s;sssss]* sssg sss;(( sssg sss;(ssss;s*+ssss;s;ss*s s] + sssg sss;(ssss;s*+ssss;s;sssss s]- sssg sss;(ssss;s* s]]*(s*ssss;s* +ssss;s;sssss] 4]; 47s ssssssssssssssssssss;s]s;s)sssss;ssssgssss-s(ssss;srsssgs-s*ssss;s;sssss]s*sssss;s;ss; 47s ssssssssssssssssssss;s]s s)sssss;ssssgssss-sss*sssss;s;sssgs*sssss;s;ssssss+s(ssss;s;sss+sss*s ssss;s*]s*sssss;s;sssss; 473 ssssssssssssssssssss;se;s)s(ssss;s;sssss* sssg sss;(ssss;s;sssg 3]* sssg sss;(ssss;srsssgs- ssss;s;sssss s]]*s4; 474 ssssssssssssssssssss;s; s;s)sssss;s;sssss*ssss;s;sssg*(ssss;srsssgs -ssss;s;sssss]+ssss;s;ss* sssg sss; (ssss;srsssgs*s-ssss;s;sssss s]+4* sssg sss;(ssss;s* s]*(s- sssg sse*4]* (ssss;srsssgs*s-ssss;s;sssss-ssss;s*+ssss;s**6*(s- sssg sse*4]]; 475 ssssssssssssssssssss;s; s s)sssss;s;sssss* sssg sss;(ssss;s;sssg s]*ss+s sssg sss;(ssss;s;ss s]* (ssss;srsssgs-s*ssss;s;sssss]*4s+s4* sssg sss;(ssss;s* s]*(s- sssg sse*4]* (ssss;s;ss*s+ssss;s*s-sssss;s**6*(s- sssg sse*4]]; 476 477 ssssssssssssssssnsssssssss 478 ssssssssssssssssnssssss ssss;s ss ssssss 479 ssssssssssssssss**ssssssss ss sssssss 48s sssssssssssssssssssssss sss;rsssgss)ssss;s **r 48s sssssssssssssssssssssss sss;;ssssss)ssss;s **sg 48s sssssssssssssssssssssss sss;;sssgs)ssss;s **e 483 sssssssssssssssssssssss sss;;sss)ssss;s **s; 484 sssssssssssssssssssssss sss;*s)ssss;s **s 485 sssssssssssssssssssssss sss;sssgssss)ssss; 486 sssssssssssssssssssssss sss;e;s)ssss; 487 sssssssssssssssssssssss sss;e s)ssss; 488 sssssssssssssssssssssss sss;*;s)ssss; 489 sssssssssssssssssssssss sss;* s)ssss; 49s sssssssssssssssssssssss sss;;;s)ssss; 49s sssssssssssssssssssssss sss;; s)ssss; 49s sssssssssssssssssssssss sss;s;s)ssss; 493 sssssssssssssssssssssss sss;s s)ssss; 494 sssssssssssssssssssssss sss;ess)ssss; 495 sssssssssssssssssssssss sss;e;s)ssss; 496 sssssssssssssssssssssss sss;]s;s)ssss; 497 sssssssssssssssssssssss sss;]s s)ssss; 498 sssssssssssssssssssssss sss;; s;s)ssss; 499 sssssssssssssssssssssss sss;; s s)ssss; 5ss ssssssssssssssss**;ssssssss ss sssssss 5ss sssssssssssssssssssssss sss;]s)ssss; 5ss sssssssssssssssssssssss sss;ssssssss)ssss; 5s3 sssssssssssssssssssssss sss;ssssss;s)ssss; 5s4 sssssssssssssssssssssss sss;;gss;sss)ssss; 5s5 sssssssssssssssssssssss sss;ss)ssss; 5s6 5s7 ssssssssssssssss**ssssssssssssgss;s;sssss;ssss

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58 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss s5 9s3 ssssssssssssssss;ssssss;ssssssssss( "ss57s7963s67949" ]; 9s4 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 9s5 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]e]*]]]s;r" ]; 9s6 ssssssssssssssss;ssssss;ssssssssss( "s5ss" ]; 9s7 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 9s8 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]ess]*]]]s;r" ]; 9s9 ssssssssssssssss;ssssss;ssssssssss( "s" ]; 9ss ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 9ss ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]s*e]*e;]" ]; 9ss ssssssssssssssss;ssssss;ssssssssss( "s" ]; 9s3 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 9s4 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]];s]];*ese;]" ]; 9s5 ssssssssssssssss;ssssss;ssssssssss( "s" ]; 9s6 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 9s7 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*];]s]e]*" ]; 9s8 ssssssssssssssss;ssssss;ssssssssss( "s" ]; 9s9 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 9ss ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]]es;;e;r]ss" ]; 9ss ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]]ss" ]; 9ss ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]*se]]" ]; 9s3 ssssssssssssssss;ssssss;ssssssssss( "sss" ]; 9s4 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 9s5 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]see]];e]]]*" ]; 9s6 ssssssssssssssss;ssssss;ssssssssss( "-s" ]; 9s7 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 9s8 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";]e]s]]se]];]s" ]; 9s9 ssssssssssssssss;ssssss;ssssssssss( ";sss" ]; 93s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 93s ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]]es]" ]; 93s ssssssssssssssss;ssssss;ssssssssss( ";sss" ]; 933 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 934 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;e]*]]ss> 935 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;e]*]]es;;e;r]ss> 936 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]]];*]ses;]]s]" ]; 937 ssssssssssssssss;ssssss;ssssssssss( "s" ]; 938 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 939 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]s]es]ses]*e]e*]" ]; 94s ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; 94s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 94s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]]ss" ]; 943 ssssssssssssssss;ssssss;ssssssssss( "s" ]; 944 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 945 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]rss" ]; 946 ssssssssssssssss;ssssss;ssssssssss( "s" ]; 947 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 948 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]*ss" ]; 949 ssssssssssssssss;ssssss;ssssssssss( "s" ]; 95s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 95s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]s]es]e];]*e]e*]" ]; 95s ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; 953 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 954 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]]se" ]; 955 ssssssssssssssss;ssssss;ssssssssss( "s" ]; 956 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 957 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]rse" ]; 958 ssssssssssssssss;ssssss;ssssssssss( "s" ]; 959 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 96s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]*se" ]; 96s ssssssssssssssss;ssssss;ssssssssss( "s" ]; 96s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 963 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*];*es;e]]s]];;ese]];" ]; 964 ssssssssssssssss;ssssss;ssssssssss( "ss5" ]; 965 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 966 ssssssssssssssssnsssssssss ssssss ss ssssss 967 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;s]]]]s;e]]]e]*> 968 ssssssssssssssssnsssssssss s;s]]]]s;e]]]e]*]s 969 ssssssssssssssssnssssss s;s]]]]s;e]]]e]*]s 97s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";s]]]]s;e]]]e]*" ];

59 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss s6 97s ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]*se]];]]]s]];" ]; 97s ssssssssssssssss;ssssss;ssssssssss( "sss" ]; 973 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 974 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";es;e;e]es]]]s]];" ]; 975 ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; 976 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 977 ssssssssssssssss;ssssss;sssssssss]ss;sss( "es]ese]*" ]; 978 ssssssssssssssss;ssssss;ssssssssss( "sss" ]; 979 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 98s ssssssssssssssss;ssssss;sssssssss]ss;sss( "]]s]]ese]*" ]; 98s ssssssssssssssss;ssssss;ssssssssss( "s" ]; 98s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 983 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]]]]s;e]]]ese]*" ]; 984 ssssssssssssssss;ssssss;ssssssssss( "s" ]; 985 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 986 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]se;e]]" ]; 987 ssssssssssssssss;ssssss;ssssssssss( "-s" ]; 988 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 989 ssssssssssssssss;ssssss;sssssssss]ss;sss( "]es;;e;rs]]]]s;]s]]]s]];" ]; 99s ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]]]]s;]s]]]s]];" ]; 99s ssssssssssssssssnssssss s]ss sssss ss ssssss 99s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";]s]]]]s]];" ]; 993 ssssssssssssssss;ssssss;ssssssssss( "ss" ]; 994 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 995 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]*se]];]]]s]];" ]; 996 ssssssssssssssss;ssssss;ssssssssss( "sss" ]; 997 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; 998 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";es;e;e]es]]]s]];" ]; 999 ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; ssss ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ssss ssssssssssssssss;ssssss;sssssssss]ss;sss( "es]ese]*" ]; ssss ssssssssssssssss;ssssss;ssssssssss( "-s" ]; sss3 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss4 ssssssssssssssss;ssssss;sssssssss]ss;sss( "]]s]]ese]*" ]; sss5 ssssssssssssssss;ssssss;ssssssssss( "s" ]; sss6 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss7 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]]]]s;e]]]ese]*" ]; sss8 ssssssssssssssss;ssssss;ssssssssss( "s" ]; sss9 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ssss ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]se;e]]" ]; ssss ssssssssssssssss;ssssss;ssssssssss( "-s" ]; ssss ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss3 ssssssssssssssss;ssssss;sssssssss]ss;sss( "]es;;e;rs]]]]s;]s]]]s]];" ]; sss4 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss5 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";]]ss]];]]s]*se]]" ]; sss6 ssssssssssssssss;ssssss;ssssssssss( "sss" ]; sss7 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss8 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";]]ss]];]]r" ]; sss9 ssssssssssssssss;ssssss;ssssssssss((sss;rsssgs+s]ssssssggssss+s]ssssssggssss]s;sssssss(]]; ssss ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ssss ssssssssssssssss;ssssss;sssssssss]ss;sss( ";]]ss]];]]e" ]; ssss ssssssssssssssss;ssssss;ssssssssss( "se" ];s **sssss;ss;sssgs(ssgssss] sss3 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss4 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";]]ss]];]];r" ]; sss5 ssssssssssssssss;ssssss;ssssssssss( "s;" ];s **sssss;ss;sssgs(ssgssss] sss6 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss7 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";]]ss]];]]es" ]; sss8 ssssssssssssssss;ssssss;ssssssssss(]ssssssggsssss;sssssss(]]; sss9 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss3s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";]]ss]];]]es" ]; ss3s ssssssssssssssss;ssssss;ssssssssss(]ssssssggsssss;sssssss(]]; ss3s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss33 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";]]ss]];]]s]*s]]sese]]*;]" ]; ss34 ssssssssssssssss;ssssss;ssssssssss( "-s" ]; ss35 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss36 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";]]ss]];]]s]*]];e]];s" ]; ss37 ssssssssssssssss;ssssss;ssssssssss( ";sss" ]; ss38 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];

60 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss s7 ss39 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";]]ss]];]];*es;e]]s]];;ese]];" ]; ss4s ssssssssssssssss;ssssss;ssssssssss( "ss5" ]; ss4s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss4s ssssssssssssssssnsssssssss s]ss sssss ss ssssss ss43 ssssssssssssssssnssssss s;]]ss]];]]s];]*e]] ss44 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";]]ss]];]]s];]*e]]" ]; ss45 ssssssssssssssss;ssssss;sssssssss]ss;sss( "]];s];]*e]];]s]" ]; ss46 ssssssssssssssss;ssssss;ssssssssss( "s" ]; ss47 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss48 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]]];"]]se]]ee" ]; ss49 ssssssssssssssss;ssssss;ssssssssss( ";sss" ]; ss5s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss5s ssssssssssssssss;ssssss;sssssssss]ss;sss( "s];]*e]]s]*se]]" ]; ss5s ssssssssssssssss;ssssss;ssssssssss( "3" ]; ss53 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss54 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s;]]s]*ses" ]; ss55 ssssssssssssssss;ssssss;ssssssssss( "s" ]; ss56 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss57 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;]]ss]];]]s];]*e]]> ss58 ssssssssssssssssnsssssssss s;]]ss]];]]s];]*e]] ss59 ssssssssssssssssnssssss s;]]ss]];]]e]];s ss6s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";]]ss]];]]e]];s" ]; ss6s ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]*se]];]]]s]];" ]; ss6s ssssssssssssssss;ssssss;ssssssssss( "sss" ]; ss63 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss64 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";es;e;e]es]]]s]];" ]; ss65 ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; ss66 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss67 ssssssssssssssss;ssssss;sssssssss]ss;sss( "es]ese]*" ]; ss68 ssssssssssssssss;ssssss;ssssssssss( "-s" ]; ss69 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss7s ssssssssssssssss;ssssss;sssssssss]ss;sss( "]]s]]ese]*" ]; ss7s ssssssssssssssss;ssssss;ssssssssss( "s" ]; ss7s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss73 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]]]]s;e]]]ese]*" ]; ss74 ssssssssssssssss;ssssss;ssssssssss( "s" ]; ss75 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss76 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]se;e]]" ]; ss77 ssssssssssssssss;ssssss;ssssssssss( "-s" ]; ss78 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss79 ssssssssssssssss;ssssss;sssssssss]ss;sss( "]es;;e;rs]]]]s;]s]]]s]];" ]; ss8s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss8s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];s*]es]s]*se]]" ]; ss8s ssssssssssssssss;ssssss;ssssssssss( "sss" ]; ss83 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss84 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];s*]es]]es;;e;re]];*];s" ]; ss85 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];s*]es]e]];*];s" ]; ss86 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]*se]];]]]s]];" ]; ss87 ssssssssssssssss;ssssss;ssssssssss( "sss" ]; ss88 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss89 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";es;e;e]es]]]s]];" ]; ss9s ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; ss9s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss9s ssssssssssssssss;ssssss;sssssssss]ss;sss( "es]ese]*" ]; ss93 ssssssssssssssss;ssssss;ssssssssss( "4ss" ]; ss94 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss95 ssssssssssssssss;ssssss;sssssssss]ss;sss( "]]s]]ese]*" ]; ss96 ssssssssssssssss;ssssss;ssssssssss( "s" ]; ss97 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss98 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]]]]s;e]]]ese]*" ]; ss99 ssssssssssssssss;ssssss;ssssssssss( "s" ]; ssss ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ssss ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]se;e]]" ]; ssss ssssssssssssssss;ssssss;ssssssssss( "-s" ]; sss3 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss4 ssssssssssssssss;ssssss;sssssssss]ss;sss( "]es;;e;rs]]]]s;]s]]]s]];" ]; sss5 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss6 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];*];]s]*se]]" ];

61 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss s8 sss7 ssssssssssssssss;ssssss;ssssssssss( "sss" ]; sss8 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss9 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];*];]ses;]]s]s" ]; ssss ssssssssssssssss;ssssss;sssssssss]ss;sss( "]" ]; ssss ssssssssssssssss;ssssss;ssssssssss(]sssssssssssss;s;sssssss(]]; ssss ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s sss3 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; **)*;e]];*];]ses;]]s]s> sss4 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];*];]ess]*ses;]]s]" ]; sss5 ssssssssssssssss;ssssss;ssssssssss((( ssssrsssgs-s*]sssssssssssss]]*s]s;sssssss(]];s sss6 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss7 ssssssssssssssss;ssssesss]ss]ss(]; sss8 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;e]];s*]es]e]];*];s> sss9 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];s*]es]e]];*];s" ]; ssss ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]*se]];]]]s]];" ]; ssss ssssssssssssssss;ssssss;ssssssssss( "sss" ]; ssss ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss3 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";es;e;e]es]]]s]];" ]; sss4 ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; sss5 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss6 ssssssssssssssss;ssssss;sssssssss]ss;sss( "es]ese]*" ]; sss7 ssssssssssssssss;ssssss;ssssssssss( "4ss" ]; sss8 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss9 ssssssssssssssss;ssssss;sssssssss]ss;sss( "]]s]]ese]*" ]; ss3s ssssssssssssssss;ssssss;ssssssssss( "s" ]; ss3s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss3s ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]]]]s;e]]]ese]*" ]; ss33 ssssssssssssssss;ssssss;ssssssssss( "s" ]; ss34 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss35 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]se;e]]" ]; ss36 ssssssssssssssss;ssssss;ssssssssss( "-s" ]; ss37 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss38 ssssssssssssssss;ssssss;sssssssss]ss;sss( "]es;;e;rs]]]]s;]s]]]s]];" ]; ss39 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss4s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];*];]s]*se]]" ]; ss4s ssssssssssssssss;ssssss;ssssssssss( "sss" ]; ss4s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss43 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];*];]ses;]]s]s" ]; ss44 ssssssssssssssss;ssssss;sssssssss]ss;sss( "]" ]; ss45 ssssssssssssssss;ssssss;ssssssssss(]sssssssssssss;s;sssssss(]]; ss46 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss47 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; **)*;e]];*];]ses;]]s]s> ss48 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];*];]ess]*ses;]]s]" ]; ss49 ssssssssssssssss;ssssss;ssssssssss(]sssssssssssss]s;sssssss(]]; ss5s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss5s ssssssssssssssss;ssssesss]ss]ss(]; ss5s ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;e]];s*]es]e]];*];s> ss53 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];s*]es]e]];*];s" ]; ss54 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]*se]];]]]s]];" ]; ss55 ssssssssssssssss;ssssss;ssssssssss( "sss" ]; ss56 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss57 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";es;e;e]es]]]s]];" ]; ss58 ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; ss59 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss6s ssssssssssssssss;ssssss;sssssssss]ss;sss( "es]ese]*" ]; ss6s ssssssssssssssss;ssssss;ssssssssss( "4s3" ]; ss6s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss63 ssssssssssssssss;ssssss;sssssssss]ss;sss( "]]s]]ese]*" ]; ss64 ssssssssssssssss;ssssss;ssssssssss( "s" ]; ss65 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss66 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]]]]s;e]]]ese]*" ]; ss67 ssssssssssssssss;ssssss;ssssssssss( "s" ]; ss68 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss69 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]se;e]]" ]; ss7s ssssssssssssssss;ssssss;ssssssssss( "-s" ]; ss7s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss7s ssssssssssssssss;ssssss;sssssssss]ss;sss( "]es;;e;rs]]]]s;]s]]]s]];" ]; ss73 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss74 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];*];]s]*se]]" ];

62 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss s9 ss75 ssssssssssssssss;ssssss;ssssssssss( "sss" ]; ss76 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss77 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];*];]ses;]]s]s" ]; ss78 ssssssssssssssss;ssssss;sssssssss]ss;sss( "]" ]; ss79 ssssssssssssssss;ssssss;ssssssssss(]sssssssssssss;s;sssssss(]]; ss8s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss8s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; **)*;e]];*];]ses;]]s]s> ss8s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];*];]ess]*ses;]]s]" ]; ss83 ssssssssssssssss;ssssss;ssssssssss(]sssssssssssss]s;sssssss(]]; ss84 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss85 ssssssssssssssss;ssssesss]ss]ss(]; ss86 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;e]];s*]es]e]];*];s> ss87 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;e]];s*]es]]es;;e;re]];*];s> ss88 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];s*]es]ese]s]s]];]s]*]];" ]; ss89 ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; ss9s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss9s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]];s*]es]esse*se]]*s]];]s]*]];" ]; ss9s ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; ss93 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss94 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;]]ss]];]]e]];s> ss95 ssssssssssssssssnsssssssss s;]]ss]];]]e]];s ss96 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*s]]]]s;]s]]]s]];> ss97 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*]es;;e;rs]]]]s;]s]]]s]];> ss98 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]s]*se]]" ]; ss99 ssssssssssssssss;ssssss;ssssssssss( "ss3" ]; ssss ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ssss ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]]]s]]es" ]; ssss ssssssssssssssss;ssssss;ssssssssss( "s" ]; sss3 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss4 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]s]]]]s;e]]]es" ]; sss5 ssssssssssssssss;ssssss;ssssssssss( "s" ]; sss6 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss7 ssssssssssssssssnssssss s;e]*]s]s;e]]se]]s sss8 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]s]s;e]]" ]; sss9 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s];e]]s" ]; ssss ssssssssssssssss;ssssss;ssssssssss( ";sss" ]; ssss ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ssss ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]s;e]]]]s]" ]; sss3 ssssssssssssssss;ssssss;ssssssssss(sss;ssssgsssssssgsssssssss];s **ssssssssssss ssgssssss;s sss4 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss5 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]s;e]];]s]" ]; sss6 ssssssssssssssss;ssssss;ssssssssss( "4" ]; sss7 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss8 ssssssssssssssss;ssssss;sssssssss]ss;sss( "*]]]]s" ]; sss9 ssssssssssssssss;ssssss;ssssssssss( ";sss" ]; ssss ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ssss ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]]]" ]; ssss ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; sss3 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss4 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]*se]]" ]; sss5 ssssssssssssssss;ssssss;ssssssssss( "s" ]; sss6 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; sss7 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s*]ss-s]s;e]]]ses]]se]]" ]; sss8 ssssssssssssssss;ssssss;sssssssss]ss;sss( "ses]]se]]" ];s **sss;;sssg sss9 ssssssssssssssss;ssssss;ssssssssss(sss;;sssgs;sssssss(]]; ss3s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss3s ssssssssssssssss;ssssss;sssssssss]ss;sss( "ses]]se]]" ];s **sss;rsssgs ss3s ssssssssssssssss;ssssss;ssssssssss(sss;rsssgss;sssssss(]]; ss33 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss34 ssssssssssssssss;ssssss;sssssssss]ss;sss( "ses]]se]]" ];s **sss;s;ssssgsssssss ss35 ssssssssssssssss;ssssss;ssssssssss(sss;;sss;sssssss(]]; ss36 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss37 ssssssssssssssss;ssssss;sssssssss]ss;sss( "ses]]se]]" ];s **sss;sgsssssssgsssssss ss38 ssssssssssssssss;ssssss;ssssssssss(sss;;ssssss;sssssss(]]; ss39 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; ss4s ssssssssssssssss;ssssss;sssssssss]ss;sss( "ses]]se]]" ];s **ssss;s;ssssssssssss ss4s ssssssssssssssss;ssssss;ssssssssss(sss;*s;sssssss(]]; ss4s ssssssssssssssss;ssssss;ssss]ss]ss;sss(];

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65 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss ss s378 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s379 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]ess]]*];e]" ]; s38s ssssssssssssssss;ssssss;ssssssssss(sss;ssssssss;sssssss(]]; s38s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s38s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";r]*sse]];];e]]s]];;" ]; s383 ssssssssssssssss;ssssss;ssssssssss(sss;;gss;sss;sssssss(]]; s384 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s385 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]]se;]" ]; s386 ssssssssssssssss;ssssss;ssssssssss(sss;ssssss;s;sssssss(]]; s387 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s388 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";*]]ss]*s]]]]e]ss]se]es]s" ]; s389 ssssssssssssssss;ssssss;ssssssssss(sss;ss;sssssss(]]; s39s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s39s ssssssssssssssss;ssssss;sssssssss]ss;sss( "s];]e];s];]*e]]" ]; s39s ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; s393 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s394 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]]];"]]se]]ee" ]; s395 ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; s396 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s397 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s];]*e]]s]*se]]" ]; s398 ssssssssssssssss;ssssss;ssssssssss( "3" ]; s399 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s4ss ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;e]*]s];]*e]]> s4ss ssssssssssssssssnsssssssss s;e]*]s];]*e]] s4ss ssssssssssssssssnssssss ssssss ss ssssss s4s3 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]];" ]; s4s4 ssssssssssssssss;ssssss;ssssssssss(]sssss;sss]ss;sssssss(]]; s4s5 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s4s6 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]];" ]; s4s7 ssssssssssssssss;ssssss;ssssssssss(]sssss;sss]ss;sssssss(]]; s4s8 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s4s9 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]s]]s]" ]; s4ss ssssssssssssssss;ssssss;ssssssssss( "ss57s7963s67949" ]; s4ss ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s4ss ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]s]]]]s;e]]]]s]]" ]; s4s3 ssssssssssssssss;ssssss;ssssssssss( "ss57s7963s67949" ]; s4s4 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s4s5 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]e]*]]]s;r" ]; s4s6 ssssssssssssssss;ssssss;ssssssssss( "5sss" ]; s4s7 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s4s8 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]ess]*]]]s;r" ]; s4s9 ssssssssssssssss;ssssss;ssssssssss( "s" ]; s4ss ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s4ss ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]s*e]*e;]" ]; s4ss ssssssssssssssss;ssssss;ssssssssss( "s" ]; s4s3 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s4s4 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]];s]];*ese;]" ]; s4s5 ssssssssssssssss;ssssss;ssssssssss( "s" ]; s4s6 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s4s7 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*];]s]e]*" ]; s4s8 ssssssssssssssss;ssssss;ssssssssss( "3" ]; s4s9 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s43s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]]es;;e;r]ss" ]; s43s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";e]*]]ss" ]; s43s ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]*se]]" ]; s433 ssssssssssssssss;ssssss;ssssssssss( "sss" ]; s434 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s435 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]see]];e]]]*" ]; s436 ssssssssssssssss;ssssss;ssssssssss( "-s" ]; s437 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s438 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";]e]s]]se]];]s" ]; s439 ssssssssssssssss;ssssss;ssssssssss( ";sss" ]; s44s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s44s ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]]es]" ]; s44s ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; s443 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s444 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;e]*]]ss> s445 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;e]*]]es;;e;r]ss>

66 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss s3 s446 ssssssssssssssssnsssssssss sssss ss ssssss s447 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **s)*;s]]]]s;e]]]e]*> s448 ssssssssssssssssnsssssssss s;s]]]]s;e]]]e]*]s s449 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;s]]]]s;e]]]]es;;e;re]*s s45s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";s]]]]s;e]]]]es;;e;r;ee]s" ]; s45s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s45s ssssssssssssssss;ssssss;sssssssss]ss;sss( ";s]]]]s;e]]]s]see]];e]]s]es;" ]; s453 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";s]]]]s;e]]]s]]" ]; s454 ssssssssssssssss;ssssss;ssssssssss( "ss;sssssssss" ]; s455 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s456 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s457 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";s]]]]s;e]]]e*]s]s" ]; s458 ssssssssssssssss;ssssss;ssssssssss( ";ssss" ]; s459 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s46s ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;]]s]]s]]]]s;e]]> s46s ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;]]s]]s]]]]s;e]]s s46s ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;s*]"]s;]]]s]> s463 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;s*]"]s;]]]s]s> s464 ssssssssssssssssnssssss sssssssssssss sss;sssss s465 ssssssssssssssss;ssssss;sssssssss]ss;sss( ";s*]"]s;]s]]se]];e]]s]*]s];]*s" ]; s466 ssssssssssssssss;ssssss;sssssssss]ss;sss( "s]*se]]" ]; s467 ssssssssssssssss;ssssss;ssssssssss( "ss6" ]; s468 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s469 ssssssssssssssss;ssssss;sssssssss]ss;sss( "e*]s]s" ]; s47s ssssssssssssssss;ssssss;ssssssssss( ";sss" ]; s47s ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s47s ssssssssssssssss;ssssss;sssssssss]ss;sss( "]se]" ]; s473 ssssssssssssssss;ssssss;ssssssssss( "3" ]; s474 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s475 ssssssssssssssss;ssssss;ssss]ss]ss;sss(]; s476 ssssssssssssssssnsssssssss sssssssssssss sss;sssss s477 ssssssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*s];]*s]]]]s;]s*]"]s;> s478 ssssssssssssssss**s]sssssgssssss;ssss s479 ssssssssssssssss;ssssss;ssss]ssssss;sss(]; s48s ssssssssssssssss;ssssss;sssg(]; s48s ssssssssssssssss;sssssssssss(]; s48s ssssssssssssssssnsssssssss s;sssss;s]sssss;sss s483 ssssssssssss} s484 ssssssssssssssssg s( ] ss sssss s] s485 ssssssssssss{ s486 sssssssssssssssssssssss s;ssss]sss( "] ss ssssss{s}" sss;sssssss(]]; s487 ssssssssssss} s488 ssssssss} s489 s49s ssssssss**sss-;ssgsssgsss;ssssssssssssssssssss;s] s49s ssssssss ssssssssssss ;ssssesss]ss]ss(] s49s ssssssss{ s493 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];*];]]es;;e;re]];s" ]; s494 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];*];]e]];" ]; s495 ssssssssssss;ssssss;sssssssss]ss;sss( "s]*se]];]]]s]];" ]; s496 ssssssssssss;ssssss;ssssssssss( "sss" ]; s497 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s498 ssssssssssss;ssssss;sssssssss]ss;sss( ";es;e;e]es]]]s]];" ]; s499 ssssssssssss;ssssss;ssssssssss( ";ssss" ]; s5ss ssssssssssss;ssssss;ssss]ss]ss;sss(]; s5ss ssssssssssss;ssssss;sssssssss]ss;sss( "es]ese]*" ]; s5ss ssssssssssss;ssssss;ssssssssss( "-s" ]; s5s3 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s5s4 ssssssssssss;ssssss;sssssssss]ss;sss( "]]s]]ese]*" ]; s5s5 ssssssssssss;ssssss;ssssssssss( "s" ]; s5s6 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s5s7 ssssssssssss;ssssss;sssssssss]ss;sss( "s]]]]s;e]]]ese]*" ]; s5s8 ssssssssssss;ssssss;ssssssssss( "s" ]; s5s9 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s5ss ssssssssssss;ssssss;sssssssss]ss;sss( "s]se;e]]" ]; s5ss ssssssssssss;ssssss;ssssssssss( "-s" ]; s5ss ssssssssssss;ssssss;ssss]ss]ss;sss(]; s5s3 ssssssssssss;ssssss;sssssssss]ss;sss( "]es;;e;rs]]]]s;]s]]]s]];" ];

67 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss s4 s5s4 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s5s5 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]s]*se]]" ]; s5s6 ssssssssssss;ssssss;ssssssssss( "sss" ]; s5s7 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s5s8 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]*];" ]; s5s9 ssssssssssss;ssssss;ssssssssss( "s" ]; s5ss ssssssssssss;ssssss;ssss]ss]ss;sss(]; s5ss ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]];" ]; s5ss ssssssssssss;ssssss;ssssssssss( "3s4" ]; s5s3 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s5s4 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]]" ]; s5s5 ssssssssssss;ssssss;ssssssssss( "s45" ]; s5s6 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s5s7 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]s;" ]; s5s8 ssssssssssss;ssssss;ssssssssss( "s" ]; s5s9 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s53s ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]ss" ]; s53s ssssssssssss;ssssss;ssssssssss( "s" ]; s53s ssssssssssss;ssssss;ssss]ss]ss;sss(]; s533 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];];*" ]; s534 ssssssssssss;ssssss;ssssssssss( "s" ]; s535 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s536 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];];e" ]; s537 ssssssssssss;ssssss;ssssssssss( "s" ]; s538 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s539 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]ss" ]; s54s ssssssssssss;ssssss;ssssssssss( "ss" ]; s54s ssssssssssss;ssssss;ssss]ss]ss;sss(]; s54s ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]*]" ]; s543 ssssssssssss;ssssss;ssssssssss( "s" ]; s544 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s545 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]*;" ]; s546 ssssssssssss;ssssss;ssssssssss( "s" ]; s547 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s548 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]*s" ]; s549 ssssssssssss;ssssss;ssssssssss( "s" ]; s55s ssssssssssss;ssssss;ssss]ss]ss;sss(]; s55s ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]se]s" ]; s55s ssssssssssss;ssssss;ssssssssss(]ssssssssssss;sssss;sssssss(]]; s553 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s554 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]s;r*]]s" ]; s555 ssssssssssss;ssssss;ssssssssss( "s" ]; s556 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s557 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]]e]];" ]; s558 ssssssssssss;ssssss;ssssssssss( "s" ]; s559 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s56s ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]];r*]]s" ]; s56s ssssssssssss;ssssss;ssssssssss( "s" ]; s56s ssssssssssss;ssssss;ssss]ss]ss;sss(]; s563 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]*]e]];" ]; s564 ssssssssssss;ssssss;ssssssssss( "s" ]; s565 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s566 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]rr]]s" ]; s567 ssssssssssss;ssssss;ssssssssss( "sss5" ]; s568 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s569 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]sr]]s" ]; s57s ssssssssssss;ssssss;ssssssssss( "3s" ]; s57s ssssssssssss;ssssss;ssss]ss]ss;sss(]; s57s ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]srr]]s" ]; s573 ssssssssssss;ssssss;ssssssssss( "s" ]; s574 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s575 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]ssr]]s" ]; s576 ssssssssssss;ssssss;ssssssssss( "s" ]; s577 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s578 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]se]s;]s]]s;*es;" ]; s579 ssssssssssss;ssssss;ssssssssss( "7s" ]; s58s ssssssssssss;ssssss;ssss]ss]ss;sss(]; s58s ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]r]esr;;]s]]s;*es;" ];

68 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss s5 s58s ssssssssssss;ssssss;ssssssssss( "5s" ]; s583 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s584 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]s]]*se]];]" ]; s585 ssssssssssss;ssssss;ssssssssss( "s" ]; s586 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s587 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]r]]ss]se;e]]" ]; s588 ssssssssssss;ssssss;ssssssssss( "s" ]; s589 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s59s ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]ss]]ss" ]; s59s ssssssssssss;ssssss;ssssssssss( "8s8" ]; s59s ssssssssssss;ssssss;ssss]ss]ss;sss(]; s593 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];];e" ]; s594 ssssssssssss;ssssss;ssssssssss( "8ss" ]; s595 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s596 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];];]" ]; s597 ssssssssssss;ssssss;ssssssssss( "64s" ]; s598 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s599 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];];];" ]; s6ss ssssssssssss;ssssss;ssssssssss( "6ss" ]; s6ss ssssssssssss;ssssss;ssss]ss]ss;sss(]; s6ss ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];];]s" ]; s6s3 ssssssssssss;ssssss;ssssssssss( "33s" ]; s6s4 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s6s5 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]*]ses;e]]" ]; s6s6 ssssssssssss;ssssss;ssssssssss( "s" ]; s6s7 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s6s8 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]s" ]; s6s9 ssssssssssss;ssssss;ssssssssss( "s" ]; s6ss ssssssssssss;ssssss;ssss]ss]ss;sss(]; s6ss ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]s*];]]se]]]s" ]; s6ss ssssssssssss;ssssss;ssssssssss( ";ssss" ]; s6s3 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s6s4 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]*];s" ]; s6s5 ssssssssssss;ssssss;ssssssssss( "ss" ]; s6s6 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s6s7 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];]]e;" ]; s6s8 ssssssssssss;ssssss;sssssssss]ss;sss( "s]*se]];]]]s]];" ]; s6s9 ssssssssssss;ssssss;ssssssssss( "sss" ]; s6ss ssssssssssss;ssssss;ssss]ss]ss;sss(]; s6ss ssssssssssss;ssssss;sssssssss]ss;sss( ";es;e;e]es]]]s]];" ]; s6ss ssssssssssss;ssssss;ssssssssss( ";ssss" ]; s6s3 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s6s4 ssssssssssss;ssssss;sssssssss]ss;sss( "es]ese]*" ]; s6s5 ssssssssssss;ssssss;ssssssssss( "-s" ]; s6s6 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s6s7 ssssssssssss;ssssss;sssssssss]ss;sss( "]]s]]ese]*" ]; s6s8 ssssssssssss;ssssss;ssssssssss( "s" ]; s6s9 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s63s ssssssssssss;ssssss;sssssssss]ss;sss( "s]]]]s;e]]]ese]*" ]; s63s ssssssssssss;ssssss;ssssssssss( "s" ]; s63s ssssssssssss;ssssss;ssss]ss]ss;sss(]; s633 ssssssssssss;ssssss;sssssssss]ss;sss( "s]se;e]]" ]; s634 ssssssssssss;ssssss;ssssssssss( "-s" ]; s635 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s636 ssssssssssss;ssssss;sssssssss]ss;sss( "]es;;e;rs]]]]s;]s]]]s]];" ]; s637 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s638 ssssssssssss;ssssss;sssssssss]ss;sss( "s]*se]]" ]; s639 ssssssssssss;ssssss;ssssssssss( "sss" ]; s64s ssssssssssss;ssssss;ssss]ss]ss;sss(]; s64s ssssssssssss;ssssss;sssssssss]ss;sss( "s" ]; s64s ssssssssssss;ssssss;ssssssssss( "3s" ]; s643 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s644 ssssssssssss;ssssss;sssssssss]ss;sss( "r" ]; s645 ssssssssssss;ssssss;ssssssssss( "sss5" ]; s646 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s647 ssssssssssss;ssssss;sssssssss]ss;sss( "sr" ]; s648 ssssssssssss;ssssss;ssssssssss( "s" ]; s649 ssssssssssss;ssssss;ssss]ss]ss;sss(];

69 ssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss s6 s65s ssssssssssss;ssssss;sssssssss]ss;sss( "ss" ]; s65s ssssssssssss;ssssss;ssssssssss( "s" ]; s65s ssssssssssss;ssssss;ssss]ss]ss;sss(]; s653 ssssssssssss;ssssss;sssssssss]ss;sss( "*]" ]; s654 ssssssssssss;ssssss;ssssssssss( "s" ]; s655 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s656 ssssssssssss;ssssss;sssssssss]ss;sss( "*;" ]; s657 ssssssssssss;ssssss;ssssssssss( "s" ]; s658 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s659 ssssssssssss;ssssss;sssssssss]ss;sss( "*s" ]; s66s ssssssssssss;ssssss;ssssssssss( "s" ]; s66s ssssssssssss;ssssss;ssss]ss]ss;sss(]; s66s ssssssssssss;ssssss;sssssssss]ss;sss( "s;]]]" ]; s663 ssssssssssss;ssssss;ssssssssss( "s" ]; s664 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s665 ssssssssssss;ssssss;sssssssss]ss;sss( "ss]]ss" ]; s666 ssssssssssss;ssssss;ssssssssss( "s" ]; s667 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s668 ssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;e]];]]e;> s669 ssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;e]];*];]e]];> s67s ssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;e]];*];]]es;;e;re]];s s67s ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];*];]]es;;e;r]]sr]*]s]s" ]; s67s ssssssssssss;ssssss;ssss]ss]ss;sss(]; s673 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];*];]]*ese]" ]; s674 ssssssssssss;ssssss;sssssssss]ss;sss( ";" ]; s675 ssssssssssss;ssssss;ssssssssss( "s" ]; s676 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s677 ssssssssssss;ssssss;sssssssss]ss;sss( "]" ]; s678 ssssssssssss;ssssss;ssssssssss( "s" ]; s679 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s68s ssssssssssss;ssssss;sssssssss]ss;sss( ";" ]; s68s ssssssssssss;ssssss;ssssssssss( "s" ]; s68s ssssssssssss;ssssss;ssss]ss]ss;sss(]; s683 ssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;e]];*];]]*ese]> s684 ssssssssssss;ssssss;sssssssss]ss;sss( ";e]];*];]se*]s;e]]" ]; s685 ssssssssssss;ssssss;sssssssss]ss;sss( ";" ]; s686 ssssssssssss;ssssss;ssssssssss( "s" ]; s687 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s688 ssssssssssss;ssssss;sssssssss]ss;sss( "]" ]; s689 ssssssssssss;ssssss;ssssssssss( "s" ]; s69s ssssssssssss;ssssss;ssss]ss]ss;sss(]; s69s ssssssssssss;ssssss;sssssssss]ss;sss( ";" ]; s69s ssssssssssss;ssssss;ssssssssss( "s" ]; s693 ssssssssssss;ssssss;ssss]ss]ss;sss(]; s694 ssssssssssss;ssssss;ssss]ss]ss;sss(];s **)*;e]];*];]se*]s;e]]> s695 ssssssss} s696 ssss} s697 }