Steel Designers Manual - TheBestFriend.org

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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) composite cross girder structure gauge steel floor plate integral with cross girder 7890 typ (b) 610 5400 - - 5400 (c) Selection of type 141 1755 typ 10 II[600 250 to 350 mm Fig. 4.11 Railway bridges. (a) Half-through plate girders; (b) half-through box girders; (c) composite deck type (spans > 30 m)
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 142 Bridges in situ or PC units 1800 mm comDosite composite RHS (a) (b) steel (c) (d) (e) (0 CN RHSI/ i members'— lad glazed 1 IJ LI (1) span range ) 25 20 to 50 ) 25.5 } 50 remarks may be erected complete may be erected complete use where construction depth critical PG suited over rail through lattice suited to interconnect buildings etc. Fig. 4.12 Pedestrian bridges. (a) Twin universal beam; (b) box; (c) Vierendeel or Warren girder; (d) half-through universal beam; (e) half-through plate girder; (f) through lattice
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