A simply supported beam with spans of LAB = 12 ft and Lec = 36 ft supports loads of w = 5.5 kips/ft and P = 32 kips. The cross-sectional dimensions of the wide-flange shape are b = 9.0 in., t= 0.63 in., d = 26.4 in., and t = 0.44 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. B LBC 1 LAB Answer:

A simply supported beam with spans of LAB = 12 ft and Lec = 36 ft supports loads of w = 5.5 kips/ft and P = 32 kips. The cross-sectional dimensions of the wide-flange shape are b = 9.0 in., t= 0.63 in., d = 26.4 in., and t = 0.44 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. B LBC 1 LAB Answer:

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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