Roof Truss – Fact Book
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Truss Deflection
Truss Deflection Truss deflection may be something you do not give much thought to when designing trusses. Unfortunately, meeting the code permitted deflection ratio does not always guarantee satisfactory performance. Regardless of what the codes say, most people regard large levels of deflection as a sign of structural deficiency. Paying attention to deflection may be the key to whether your customer is satisfied with you as a supplier and continues to buy your products. Deflection of a truss is generally based on the amount of vertical movement from its original position due to the loads applied to the members. The amount of deflection depends on the span and stiffness of the members, and the magnitude of the loads applied. Codes provide the maximum allowable deflection limits for floor and roof trusses, which is based solely on the truss span. Generally, for roof trusses, the deflection in inches due to live load cannot exceed the span in inches divided by 240 (L/240) and due to total load L/180. For floor trusses, the deflection in inches due to live load cannot exceed the span in inches divided by 360 (L/360) and due to total load L/240. To meet code deflection criteria, a 40-foot span roof truss could have live load deflection 2 inches, which does not ensure satisfactory performance. MiTek engineers recommend using the deflection limits listed below. Page 1 of 5 10 /12 /20 20 Truss Deflection Roof Trusses should use the following settings: In MiTek 20/20 Engineering go to Setup – Job – Design Info – Deflection: In Structure with Truss Design go to File – Setup – Job Properties - Job Settings – Design – Building Code Settings: Please note the settings for cantilever and overhang are half that of the main span. -
BUILDING CONSTRUCTION NOTES.Pdf
10/21/2014 BUILDING CONSTRUCTION RIO HONDO TRUCK ACADEMY Why do firefighters need to know about Building Construction???? We must understand Building Construction to help us understand the behavior of buildings under fire conditions. Having a fundamental knowledge of buildings is an essential component of the decisiondecision--makingmaking process in successful fireground operations. We have to realize that newer construction methods are not in harmony with fire suppression operations. According to NFPA 1001: Standard for FireFighter Professional Qualifications Firefighter 1 Level ––BasicBasic Construction of doors, windows, and walls and the operation of doors, windows, and locks ––IndicatorsIndicators of potential collapse or roof failure ––EffectsEffects of construction type and elapsed time under fire conditions on structural integrity 1 10/21/2014 NFPA 1001 Firefighter 2 Level ––DangerousDangerous building conditions created by fire and suppression activities ––IndicatorsIndicators of building collapse ––EffectsEffects of fire and suppression activities on wood, masonry, cast iron, steel, reinforced concrete, gypsum wallboard, glass and plaster on lath Money, Money, Money….. Everything comes down to MONEY, including building construction. As John Mittendorf says “ Although certain types of building construction are currently popular with architects, modern practices will be inevitably be replaced by newer, more efficient, more costcost--effectiveeffective methods ”” Considerations include: ––CostCost of Labor ––EquipmentEquipment -
Truss Terminology
TRUSS TERMINOLOGY BEARING WIDTH The width dimension of the member OVERHANG The extension of the top chord beyond the providing support for the truss (usually 3 1/2” or 5 1/2”). heel joint. Bearing must occur at a truss joint location. PANEL The chord segment between two adjacent joints. CANTILEVER That structural portion of a truss which extends PANEL POINT The point of intersection of a chord with the beyond the support. The cantilever dimension is measured web or webs. from the outside face of the support to the heel joint. Note that the cantilever is different from the overhang. PEAK Highest point on a truss where the sloped top chords meet. CAMBER An upward vertical displacement built into a truss bottom chord to compensate for defl ection due to dead load. PLATE Either horizontal 2x member at the top of a stud wall offering bearing for trusses or a shortened form of connector CHORDS The outer members of a truss that defi ne the plate, depending on usage of the word. envelope or shape. PLUMB CUT Top chord cut to provide for vertical (plumb) TOP CHORD An inclined or horizontal member that establishes installation of fascia. the upper edge of a truss. This member is subjected to compressive and bending stresses. SCARF CUT For pitched trusses only – the sloping cut of upper portion of the bottom chord at the heel joint. BOTTOM CHORD The horizontal (and inclined, ie. scissor trusses) member defi ning the lower edge of a truss, carrying SLOPE (PITCH) The units of horizontal run, in one unit of ceiling loads where applicable. -
Gable End Raking Verge Overhang Options
01/2017 GABLE END RAKING VERGE OVERHANG OPTIONS Covers raking verge using standard purlin overhang options. Covers up to 750mm overhang using standard verge outriggers. Covers up to 1200mm overhang using verge outrigger/purlin combination. OVERHANG OPTIONS • All gable end loading parameters are based on the design considerations used in NZS 3604:2011 and cover heavy roof weight, extra high wind load and snow load Sg of up to 1.0kPa. • All live load considerations as per AS/NZS 1170. • All timber to be minimum grade SG8 as defined in NZS 3604:2011. CANTILEVER PURLIN OPTION antilever Purlin or atten to extend over at least length 3 rafter/truss supports TABLE 1 PURLIN SIZE & ORIENTATION MAX. CANTILEVER LENGTH (mm) PURLIN CENTRES (mm) 45x45 200 400 70x45 300 900 90x45 450 900 CANTILEVER OUTRIGGER OPTION (Note: Maximum sidewall overhang of 750mm) (See details on next pages) TABLE 2 OUTRIGGER SIZE & ORIENTATION MAX. CANTILEVER LENGTH (mm) OUTRIGGER CENTRES (mm) 750 600 70x45 600 900 750 900 90x45 600 1200 750 400 LENGTH 750mm 90x45 MAX. CANTILEVER 600 600 CANTILEVER OUTRIGGER/PURLIN COMBINATION OPTION (Note: Maximum sidewall overhang of 1200mm) (See details on next pages) TABLE 3 OUTRIGGER SIZE & ORIENTATION MAX. CANTILEVER LENGTH (mm) OUTRIGGER CENTRES (mm) 45x45 Purlin 1200 450 90x45 Outrigger 70x45 Purlin 1200 700 90x45 Outrigger 90x45 Purlin LENGTH 1200mm 1200 900 MAX. CANTILEVER 90x45 Outrigger CONSTRUCTION DETAILS FOR CANTILEVER OUTRIGGER OPTION (SPANS & CENTRES AS PER TABLE 2) antilever length antilever length max 750mm wang to support -
DEFINITIONS Beams and Stringers (B&S) Beams and Stringers Are
DEFINITIONS Beams and Stringers (B&S) Beams and stringers are primary longitudinal support members, usually rectangular pieces that are 5.0 or more in. thick, with a depth more than 2.0 in. greater than the thickness. B&S are graded primarily for use as beams, with loads applied to the narrow face. Bent. A type of pier consisting of two or more columns or column-like components connected at their top ends by a cap, strut, or other component holding them in their correct positions. Camber. The convex curvature of a beam, typically used in glulam beams. Cantilever. A horizontal member fixed at one end and free at the other. Cap. A sawn lumber or glulam component placed horizontally on an abutment or pier to distribute the live load and dead load of the superstructure. Clear Span. Inside distance between the faces of support. Connector. Synonym for fastener. Crib. A structure consisting of a foundation grillage and a framework providing compartments that are filled with gravel, stones, or other material satisfactory for supporting the structure to be placed thereon. Check. A lengthwise separation of the wood that usually extends across the rings of annual growth and commonly results from stresses set up in wood during seasoning. Creep. Time dependent deformation of a wood member under sustained load. Dead Load. The structure’s self weight. Decay. The decomposition of wood substance by fungi. Some people refer to it as “rot”. Decking. A subcategory of dimension lumber, graded primarily for use with the wide face placed flatwise. Delamination. The separation of layers in laminated wood or plywood because of failure of the adhesive, either within the adhesive itself or at the interface between the adhesive and the adhered. -
Beam Structures and Internal Forces
ENDS 231 Note Set 13 S2008abn Beam Structures and Internal Forces • BEAMS - Important type of structural members (floors, bridges, roofs) - Usually long, straight and rectangular - Have loads that are usually perpendicular applied at points along the length Internal Forces 2 • Internal forces are those that hold the parts of the member together for equilibrium - Truss members: F A B F F A F′ F′ B F - For any member: T´ F = internal axial force (perpendicular to cut across section) V = internal shear force T´ (parallel to cut across section) T M = internal bending moment V Support Conditions & Loading V • Most often loads are perpendicular to the beam and cause only internal shear forces and bending moments M • Knowing the internal forces and moments is necessary when R designing beam size & shape to resist those loads • Types of loads - Concentrated – single load, single moment - Distributed – loading spread over a distance, uniform or non-uniform. 1 ENDS 231 Note Set 13 S2008abn • Types of supports - Statically determinate: simply supported, cantilever, overhang L (number of unknowns < number of equilibrium equations) Propped - Statically indeterminate: continuous, fixed-roller, fixed-fixed (number of unknowns < number of equilibrium equations) L Sign Conventions for Internal Shear and Bending Moment Restrained (different from statics and truss members!) V When ∑Fy **excluding V** on the left hand side (LHS) section is positive, V will direct down and is considered POSITIVE. M When ∑M **excluding M** about the cut on the left hand side (LHS) section causes a smile which could hold water (curl upward), M will be counter clockwise (+) and is considered POSITIVE. -
A Simple Beam Test: Motivating High School Teachers to Develop Pre-Engineering Curricula
Session 2326 A Simple Beam Test: Motivating High School Teachers to Develop Pre-Engineering Curricula Eric E. Matsumoto, John R. Johnston, E. Edward Dammel, S.K. Ramesh California State University, Sacramento Abstract The College of Engineering and Computer Science at California State University, Sacramento has developed a daylong workshop for high school teachers interested in developing and teaching pre-engineering curricula. Recent workshop participants from nine high schools performed “hands-on” laboratory experiments that can be implemented at the high school level to introduce basic engineering principles and technology and to inspire students to study engineering. This paper describes one experiment that introduces fundamental structural engineering concepts through a simple beam test. A load is applied at the center of a beam using weights, and the resulting midspan deflection is measured. The elastic stiffness of the beam is determined and compared to published values for various beam materials and cross sectional shapes. Beams can also be tested to failure. This simple and inexpensive experiment provides a useful springboard for discussion of important engineering topics such as elastic and inelastic behavior, influence of materials and structural shapes, stiffness, strength, and failure modes. Background engineering concepts are also introduced to help high school teachers understand and implement the experiment. Participants rated the workshop highly and several teachers have already implemented workshop experiments in pre-engineering curricula. I. Introduction The College of Engineering and Computer Science at California State University, Sacramento has developed an active outreach program to attract students to the College and promote engineering education. In partnership with the Sacramento Engineering and Technology Regional Consortium1 (SETRC), the College has developed a daylong workshop for high school teachers interested in developing and teaching pre-engineering curricula. -
A Concise Dictionary of Middle English
A Concise Dictionary of Middle English A. L. Mayhew and Walter W. Skeat A Concise Dictionary of Middle English Table of Contents A Concise Dictionary of Middle English...........................................................................................................1 A. L. Mayhew and Walter W. Skeat........................................................................................................1 PREFACE................................................................................................................................................3 NOTE ON THE PHONOLOGY OF MIDDLE−ENGLISH...................................................................5 ABBREVIATIONS (LANGUAGES),..................................................................................................11 A CONCISE DICTIONARY OF MIDDLE−ENGLISH....................................................................................12 A.............................................................................................................................................................12 B.............................................................................................................................................................48 C.............................................................................................................................................................82 D...........................................................................................................................................................122 -
I-Beam Cantilever Racks Meet the Latest Addition to Our Quick Ship Line
48 HOUR QUICK SHIP Maximize storage and improve accessibility I-Beam cantilever racks Meet the latest addition to our Quick Ship line. Popular for their space-saving design, I-Beam cantilever racks can allow accessibility from both sides, allowing for faster load and unload times. Their robust construction reduces fork truck damage. Quick Ship I-beam cantilever racks offer: • 4‘ arm length, with 4” vertical adjustability • Freestanding heights of 12’ and 16’ • Structural steel construction with a 50,000 psi minimum yield • Heavy arm connector plate • Bolted base-to-column connection I-Beam Cantilever Racks can be built in either single- or double-sided configurations. How to design your cantilever rack systems 1. Determine the number and spacing of support arms. 1a The capacity of each 4’ arm is 2,600#, so you will need to make sure that you 1b use enough arms to accommodate your load. In addition, you can test for deflection by using wood blocks on the floor under the load. 1c Use enough arms under a load to prevent deflection of the load. Deflection causes undesirable side pressure on the arms. If you do not detect any deflection with two wood blocks, you may use two support arms. Note: Product should overhang the end of the rack by 1/2 of the upright centerline distance. If you notice deflection, try three supports. Add supports as necessary until deflection is eliminated. Loading without overhang is incorrect. I-Beam cantilever racks WWW.STEELKING.COM 2. Determine if Quick Ship I-Beam arm length is appropriate for your load. -
Glossary of Architectural Terms Apex
Glossary of Architectural Terms Apex: The highest point or peak in the gable Column: A vertical, cylindrical or square front. supporting member, usually with a classical Arcade: A range of spaces supported on piers capital. or columns, generally standing away from a wall Coping: The capping member of a wall or and often supporting a roof or upper story. parapet. Arch: A curved construction that spans an Construction: The act of adding to a structure opening and supports the weight above it. or the erection of a new principal or accessory Awning: Any roof like structure made of cloth, structure to a property or site. metal, or other material attached to a building Cornice: The horizontal projecting part crowning and erected over a window, doorway, etc., in the wall of a building. such a manner as to permit its being raised or Course: A horizontal layer or row of stones retracted to a position against the building, when or bricks in a wall. This can be projected or not in use. recessed. The orientation of bricks can vary. Bay: A compartment projecting from an exterior Cupola: A small structure on top of a roof or wall containing a window or set of windows. building. Bay Window: A window projecting from the Decorative Windows: Historic windows that body of a building. A “squared bay” has sides at possess special architectural value, or contribute right angles to the building; a “slanted bay” has to the building’s historic, cultural, or aesthetic slanted sides, also called an “octagonal” bay. If character. Decorative windows are those with segmental or semicircular in plan, it is a “bow” leaded glass, art glass, stained glass, beveled window. -
Truss-Facts-Book.Pdf
TRUSS FACTS BOOK CONTENTS WHAT IS A TRUSS? 2 THE EVOLUTION OF TRUSSES 3 THE UNIVERSAL TRUSS PLATE 5 TRUSS TERMS 6 TRUSS NUMBERING SYSTEM 8 TRUSS SHAPES 9 TRUSS SYSTEMS 12 GABLE END 12 HIP 12 DUTCH HIP 14 GIRDER AND SADDLE 15 SPECIAL TRUSS SYSTEMS 16 CANTILEVER 17 TRUSS DESIGN 18 TRUSS ANALYSIS 18 TRUSS LOADING COMBINATION & LOAD DURATION 18 LOAD DURATION 18 DESIGN OF TRUSS MEMBERS 18 WEBS 18 CHORDS 19 MODIFICATION FACTORS USED IN DESIGN 19 STANDARD & COMPLEX DESIGN 19 BASIC TRUSS MECHANICS 20 TENSION 20 COMPRESSION 20 BENDING 20 DEFLECTION 21 TRUSS ACTION 21 DESIGN LOADS 22 LIVE LOADS 22 WIND LOAD 23 TERRAIN CATEGORIES 24 SEISMIC LOADS 24 TRUSS HANDLING AND ERECTION 25 MULTINAIL CONNECTOR PLATES 26 MULTI GRIPS 26 TRIPLE GRIPS 26 EASY FIX GIRDER BRACKETS 26 INTERNAL WALL BRACKETS 26 TRUSS BOOTS 26 ANTI TWIST TRUSS BOOTS 26 PURLIN STRAPS 27 CYCLONE TIES 27 JOIST HANGERS 27 STUD TIES 27 STRAP NAILS 27 FLAT TENSION BRACING 27 STEELWOOD JOISTS 28 MULTISTRUT JOISTS 29 © MULTINAIL 1 TRUSS FACTS BOOK WHAT IS A TRUSS? A ‘truss’ is formed when structural members are joined together in triangular configurations. The truss is one of the basic types of structural frames formed from structural members. A truss consists of a group of ties and struts designed and connected to form a structure which acts as a large span beam. The members usually form one or more triangles in a single plane and are arranged so that the external loads are applied at the joints and theoretically cause only axial tension or axial compression in the members. -
Traditional Gable Freestanding Carport
TRADITIONAL GABLE FREESTANDING CARPORT STRATCO OUTBACK® ASSEMBLY INSTRUCTIONS. Your complete guide to building a FREESTANDING Outback TRADITIONAL GABLE CARPORT BEFORE YOU START Carefully read these instructions. If you do not have all the necessary tools or information, contact Stratco for advice. Before starting lay out all components and check them against the delivery docket. The parts description identifies each key part, and the component location diagrams indicates their fastening position. PARTS DESCRIPTION RIDGE KNUCKLE FOOTING PLATE EAVES KNUCKLE FOOTING COLUMNS AND Slots inside the gable rafters to Slots inside column Slots inside gable rafter and KNUCKLE RAFTERS form connection at the ridge to form on concrete column to form connection at Slots inside Pre cut 120 outback footing connection. eaves. column to form beam make up an in ground rafters and columns footing connection PURLINS BARGE CAP RIDGE CAP HEADER FLASHING INFILL PANELS Purlins provide support for The barge cap covers This flashing covers the roof This flashing attaches the infill Sufficient number of sheets are cladding the area where the sheets at the gable ridge. panel to the infill frame. provided, from which the required deck finishes at portal infill panels can be cut. frame PANEL STRIPS HEX HEAD SELF DRILLING BOLTS AND RIVETS Panel strips attach to the SCREWS Bolt types vary depending infill panel where applicable Screw types vary depending upon upon the connection, ensure the connection, ensure correct the correct fixings are used screws are used 10 x 16 12 x 20 14 x 95 ADDITIONAL MATERIALS These items are available at request, they are not included in the basic kit price.