Part of the 5-story floor layout is shown below. Design members B1 and G1 for bending, shear, and deflection with the following specifications using two design philosophies (LRFD and ASD): . DL= (including the beam weight) = 4.10 kPa • LL = 7.20 kPa. Ignore live load reduction. . Assume that the floor deck provides full lateral stability to the top flange of B1. . The steel is ASTM A992, grade 50; assume that Cb = 1.0 for bending. . Compare deflections with L/240 for total loads and with L/360 for live loads. Use the design tables where appropriate. . I I- I

Part of the 5-story floor layout is shown below. Design members B1 and G1 for bending, shear, and deflection with the following specifications using two design philosophies (LRFD and ASD): . DL= (including the beam weight) = 4.10 kPa • LL = 7.20 kPa. Ignore live load reduction. . Assume that the floor deck provides full lateral stability to the top flange of B1. . The steel is ASTM A992, grade 50; assume that Cb = 1.0 for bending. . Compare deflections with L/240 for total loads and with L/360 for live loads. Use the design tables where appropriate. . I I- I

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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