Please help me with my problem with complete solution and please use the nscp and gisc shapes database. Select the lightest w section (with Ex = 345 MPa) for the beams and girders shown in the figure. The floor slab is 150mm reinforced concrete and supports a 0.80 MPa uniform live load. Assume that continuous lateral bracing of the compression flange is provided. The maximum permissible deflection is L/250. Use LRFD method only. 10.00 m w 077 w 077 2.40 m

Please help me with my problem with complete solution and please use the nscp and gisc shapes database. Select the lightest w section (with Ex = 345 MPa) for the beams and girders shown in the figure. The floor slab is 150mm reinforced concrete and supports a 0.80 MPa uniform live load. Assume that continuous lateral bracing of the compression flange is provided. The maximum permissible deflection is L/250. Use LRFD method only. 10.00 m w 077 w 077 2.40 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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