A simply supported beam with spans of LAB = 9 ft and Lac = 27 ft supports loads of w = 3.0 kips/ft and P = 28 kips. The cross-sectionaldimensions of the wide-flange shape are bf = 9.0 in., t= 0.51 in., d = 30.0 in., and tw = 0.48 in. Determine the magnitude of:(a) the maximum horizontal shear stress in the beam.(b) the maximum bending stress in the beam.byWBLBCLABAnswer:(a) Tmax=(b) OmaxksiksiC

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A simply supported beam with spans of LAB = 9 ft and Lac = 27 ft supports loads of w = 3.0 kips/ft and P = 28 kips. The cross-sectional dimensions of the wide-flange shape are b = 9.0 in., t= 0.51 in., d = 30.0 in., and tw = 0.48 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. by W B LBC LAB Answer: (a) Tmax= (b) Omax= ksi ksi C

A simply supported beam with spans of LAB = 9 ft and Lac = 27 ft supports loads of w = 3.0 kips/ft and P = 28 kips. The cross-sectional dimensions of the wide-flange shape are b = 9.0 in., t= 0.51 in., d = 30.0 in., and tw = 0.48 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. by W B LBC LAB Answer: (a) Tmax= (b) Omax= ksi ksi C

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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