A simply supported beam with spans of LAB = 14 ft and LBC = 42 ft supports loads of w = 6.5 kips/ft and P = 31 kips. The cross-sectional dimensions of the wide-flange shape are bf = 7.5 in., tf = 0.55 in., d = 29.2 in., and tw 0.49 in. Determine the magnitude of: = (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam.

A simply supported beam with spans of LAB = 14 ft and LBC = 42 ft supports loads of w = 6.5 kips/ft and P = 31 kips. The cross-sectional dimensions of the wide-flange shape are bf = 7.5 in., tf = 0.55 in., d = 29.2 in., and tw 0.49 in. Determine the magnitude of: = (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

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