P406. 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. 9.00 M 9.00 M C1 2G3 9.00 M C3 C2 2G3 $1 5 CS2 2B1- 2B1. 2B1. 2B1. 2G4 C4 2G4 LC3 2B1- 2B1. 2B1- 2B1 2G3. LC2 2G3- FLOOR FRAMING PLAN $1 3 9.00 M

P406. 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. 9.00 M 9.00 M C1 2G3 9.00 M C3 C2 2G3 $1 5 CS2 2B1- 2B1. 2B1. 2B1. 2G4 C4 2G4 LC3 2B1- 2B1. 2B1- 2B1 2G3. LC2 2G3- FLOOR FRAMING PLAN $1 3 9.00 M

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.3P

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