Select the lightest W-shape sections which may be used for beam
2B1 (simply-supported) and girders 2G1-2G4 (restrained ends). Slab
thickness is 100 mm; super-imposed dead load is 1.80 kPa and
liveload is 2.40 kPa. Use Fy = 248 MPa and assume that the slab
will provide full lateral support to the top flange.
Select The Lightest W Shape Sections Which May Be Used For Beam 2b1 Simply Supported And Girders 2g1 2g4 Restrained E 1 (21.01 KiB) Viewed 41 times
G2 9.00 M 2G3 G2/ (B) 281 281 281 204, 264. 281. 281. 2B1. 2G3 2G3 FLOOR FRAMING PLAN 9.00 M 2G3 2G2 2G2 9.00 M € 9.00 M 3
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