answer properly! A simply supported beam with spans of LAB = 8 ft and LBc = 24 ft supports loads of w = 4.5 kips/ft and P = 27 kips. The cross-sectionaldimensions of the wide-flange shape are bf = 7.5 in., t= 0.51 in., d = 25.9 in., and tw = 0.47 in. Determine the magnitude of:(a) the maximum horizontal shear stress in the beam.(b) the maximum bending stress in the beam.ALABAnswer:(a) Tmax = i(b) O maxIIBWLBCksiksiCtwZbfyd

Maximum shear stress and Maximum bending stress in the beam.

A simply supported beam with spans of LAB = 8 ft and LBc = 24 ft supports loads of w = 4.5 kips/ft and P = 27 kips. The cross-sectional dimensions of the wide-flange shape are b = 7.5 in., t=0.51 in., d = 25.9 in., and tw = 0.47 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. LAB Answer: (a) Tmax (b) Omax P i W LBC ksi ksi C by

A simply supported beam with spans of LAB = 8 ft and LBc = 24 ft supports loads of w = 4.5 kips/ft and P = 27 kips. The cross-sectional dimensions of the wide-flange shape are b = 7.5 in., t=0.51 in., d = 25.9 in., and tw = 0.47 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. LAB Answer: (a) Tmax (b) Omax P i W LBC ksi ksi C by

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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