SINDORF TRADING HOLLAND B.V.

BAILEY PANEL SYSTEMS "TS" Class 100 "triple , single storey, 4 transoms per bay"

BAILEY M1

BAILEY M2

BAILEY M3

MAIN OFFICE: STORAGE & WORKSHOPS: Spoorstraat 15 - PO Box 43 Nulweg 1 8084 ZG 't Harde 9561 MA Ter Apel Holland Holland Tel.: +31-525-651832 Tel.: +31-599-589710 Fax: +31-525-653032 Fax: +31-599-589720

Email [email protected] Internet www.sindorf.nl

SINDORF TRADING HOLLAND B.V.

TYPES OF TRUSS ASSEMBLY

Standard parts can be used to assemble seven standard truss designs for efficient single spans up to 210 feet (64 meter) in length, and to build panel crib piers supporting longer . With minor nonstandard modifications, the expedient uses of its parts are limited only by the user's imagination.

MAIN OFFICE: STORAGE & WORKSHOPS: Spoorstraat 15 - PO Box 43 Nulweg 1 8084 ZG 't Harde 9561 MA Ter Apel Holland Holland Tel.: +31-525-651832 Tel.: +31-599-589710 Fax: +31-525-653032 Fax: +31-599-589720

Email [email protected] Internet www.sindorf.nl

s ation

s Capacities in short tons (x 900 kg)

ve been taken to check the accuracy of information, Sindorf cannot accept responsibility 2016 43 35 40 24 62 51 4. Single classification is designated below class 30 must be constructed with double transom RNRN R

in respect of any matter arising out of, or connection with the use this information and/or table

SINDORF TRADING HOLLAND BV SS DS TS DD TD DT TT NRNRNRNRN Dual classification table of Panel Bridge, Bailey type, M2 Class by type construction and Crossing Posting Classific in 3040 3050 24 47 60 24 40 70 20 3680 20 33 7590 16 30 65 88 12 24 60 85 19 55 78 45 66 55 85 100* 65 82 210 0814304455668096 1008 110120130140150 8 171631354855707090* 20160 16170 36 12180 30 40190 21 35 54200 20 45 70 38 55 83 45 68 90 12 56 100* 80 8 22 60 91* 4 24 17 80 13 40 16 80 12 45 33 90* 24 58 35 8 20 60 48 18 40 90* 55 16 50 89 32 74 80 12 45 70 100* 22 60 90* 35 1. N=Normal R=Risk 60 51 87 55 2. * = limited by roadway width 77 3. Bridges which have a normal rating over class 70 Feet Span

While every care has been taken in the preparation of ratings given above-mentioned information, all reasonable steps ha

ations

s Capacities in metric tons

ve been taken to check the accuracy of information, Sindorf cannot accept responsibility 18,1 39,014,5 36,3 31,7 56,2 21,8 46,3 4. Single classification is designated below class 30 must be constructed with double transom RNRN R

in respect of any matter arising out of, or connection with the use this information and/or table

SINDORF TRADING HOLLAND BV SS DS TS DD TD DT TT NRNRNRNRN Dual classification table of Panel Bridge, Bailey type, M2 Class by type construction and Crossing Posting Classific in 9,1 27,2 42,6 12,2 21,815,2 36,3 21,818,3 32,7 18,121,3 68,0 29,9 18,124,4 79,8 59,0 27,2 14,527,4 77,1 54,4 21,8 10,930,5 70,7 49,9 17,233,5 7,3 59,9 40,8 77,1 12,736,6 49,9 90,7* 27,2 59,039,6 39,9 74,4 42,7 49,9 59,945,7 18,1 72,648,8 32,7 87,1 14,551,8 36,3 27,2 10,9 49,054,9 31,7 19,0 63,5 7,3 40,857,9 18,1 75,3 49,9 15,4 34,561,0 81,6 61,7 14,5 40,8 90,7* 64,0 72,6 28,1 50,8 82,5* 31,7 54,4 43,5 72,6 10,9 49,9 72,6 20,0 63,5 81,6* 7,3 21,8 63,5 15,4 3,6 81,6* 36,3 14,5 40,8 11,8 29,9 52,6 10,9 31,7 54,4 21,8 43,5 81,6* 18,1 49,9 36,3 80,7 45,4 7,3 72,6 67,1 16,3 90,7* 63,5 14,5 81,6* 29,0 1. N=Normal R=Risk 40,8 54,4 10,9 54,4 20,0 78,9 31,7 2. * = limited by roadway width 46,3 49,9 69,8 3. Bridges which have a normal rating over class 70 Span Meter

While every care has been taken in the preparation of ratings given above-mentioned information, all reasonable steps ha SINDORF TRADING HOLLAND B.V.

WEIGHT OF M2 PANEL BRIDGE IN TONS PER BAY

Bridge bays Type¹ Weight in short tons (900kg.)

SS ...... ……2.76 DS……………………………………………………………………..3.41 TS ...... ……4.01 DD...... ……4.66 TD ...... ……5.88 DT² ...... ……6.46 TT²...... ……8.29

Launching-nose bays

SS……………………………………………………………………..1.00 DS...... ……1.64 DD...... ……2.90

Decking

Chess 2" and steel ribands ...... …… 0.66 Stringers only ...... ……0.79 Wear treads (four 3" x 12" planks on each side) ...... ……0.35

Miscellaneous

Footwalks………………………………………………………………0.17 Overhead bracing (supports, transoms, sway bracing & chord bolts)…0.54

¹ Footwalks and wear treads not included. ² Overhead bracing included.

MAIN OFFICE: STORAGE & WORKSHOPS: Spoorstraat 15 - PO Box 43 Nulweg 1 8084 ZG 't Harde 9561 MA Ter Apel Holland Holland Tel.: +31-525-651832 Tel.: +31-599-589710 Fax: +31-525-653032 Fax: +31-599-589720

Email [email protected] Internet www.sindorf.nl

SINDORF TRADING HOLLAND B.V.

Bailey Bridge M1 & M2 application possibilities

bridge components and fixed to the leading end Description of the bridge. The nose precedes the leading The M2 Bailey Bridge was developed by the US end of the bridge while the bridge proper, acting Army Research and Development Laboratories. as a counterweight, enables the nose to reach It has been well-proven both as a tactical and as and land on rollers on the far bank. The bridge a line of communication bridge and is capable of is then rolled into position, the nose is removed carrying heavy traffic loads. It is used for both and the span is lowered onto its bearings. A temporary and permanent service. In 24.4 m double- has been completed emergencies it can be open to traffic in 1 to 3 in less than 40 minutes in competitive trials. days. There are approximately 15 major components The M2 Bailey Bridge is an all-purpose in an average Bailey Bridge and about 50 prefabricated steel panel bridge designed for components, fittings, accessories, special items portability and speed of erection under adverse and tools are available. conditions. Optimum spans are 12.2 to 61 m. Width is 3.809 m between steel kerbs and 4.343 m. between . The components are manufactured in fixtures to ensure accuracy and interchangeability. The heaviest component weighs 281 kg. The Bailey roadway is supported between two trusses or multiple-truss girders. It consists of longitudinal runner planks over transverse planks (chess) laid over steel stringers supported by floorbeams (transoms) which rest M2 Bailey bridge being launched (top) and on and are clamped to truss bottom chords. completed (bottom). Steel kerbs secure the chess to the stringers. The basic truss element is the pane, which is 3.048 m long, 1.448 m deep and 165.1 mm Specifications wide. Pinconnected end to end, trusses of any Length of single span: length are formed. Where strength exceeding (minimum) 9.144 m that of single trusses is needed, multiple-truss (maximum) 61 m girders can be assembled with either two or three panels side by side in single-, double- or Width of roadway: 3.809 m triple-storey heights. End ramps extend the deck 3.048 m onto the approach runway. Status Bailey truss panels, end posts, transoms and Production complete. In service with the US ramps are of low-alloy high tensile steel having Army and other armed forces. a yield point of 3515 kg/cm² and an ultimate strength of 4921.7 kg/cm². The cantilever method of erection is accomplished without falsework. The bridge is assembled on stationary rollers and then pushed or pulled across the gap. A skeleton launching nose is assembled from standard

Main office: tel.: 0525-651832 Spoorstraat 15 fax: 0525-653032 PO Box 43 email: [email protected] 8084 ZG 't Harde internet: www.sindorf.nl Holland

Offers for sale:

1067 m. Bailey M1 & M2 & M3 Floating capacity: 100 ton Class MLC 100

Main office: tel.: 0525-651832 Spoorstraat 15 fax: 0525-653032 PO Box 43 email: [email protected] 8084 ZG 't Harde internet: www.sindorf.nl Holland

Offers for sale:

2001 m. Bailey Pontoon Bridge M3 Floating capacity: 40 ton per carriage way c/w 160 pcs. pontoons 16 x 4,1 x 1,72 m.