A WT305 x 41 standard steel shape is used to support the loads shown. Assume w = 52 kN/m, LAB = 1.7 m, LBC = 3.4 m, and LCD = 1.7 m. Consider the entire 6.8 m length of the beam and determine: (a) the maximum tensile bending stress at any location along the beam (enter a positive answer), and (b) the maximum compressive bending stress at any location along the beam (enter a negative answer). A В LAB LBC LCD WT305 x 41 Answer: (a) OmaxT = MPa (b) Ơmax,C = MPa

A WT305 x 41 standard steel shape is used to support the loads shown. Assume w = 52 kN/m, LAB = 1.7 m, LBC = 3.4 m, and LCD = 1.7 m. Consider the entire 6.8 m length of the beam and determine: (a) the maximum tensile bending stress at any location along the beam (enter a positive answer), and (b) the maximum compressive bending stress at any location along the beam (enter a negative answer). A В LAB LBC LCD WT305 x 41 Answer: (a) OmaxT = MPa (b) Ơmax,C = MPa

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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