tempt History Current Attempt in Progress A simply supported beam with spans of LAB = 11 ft and Lgc = 33 ft supports loads of w= 3.0 kips/ft and P = 25 kips. The cross-sectional dimensions of the wide-flange shape are b= 11.5 in., t= 0.57 in., d = 25.3 in., and tw = 0.44 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. bf P V W B LBC Answer: LAB

tempt History Current Attempt in Progress A simply supported beam with spans of LAB = 11 ft and Lgc = 33 ft supports loads of w= 3.0 kips/ft and P = 25 kips. The cross-sectional dimensions of the wide-flange shape are b= 11.5 in., t= 0.57 in., d = 25.3 in., and tw = 0.44 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. bf P V W B LBC Answer: LAB

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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