A simply supported beam with spans of LAB = 15 ft and LBC = 45 ft supports loads of w = 3.0 kips/ft and P = 33 kips. The cross-sectional dimensions of the wide-flange shape are b= 11.0 in., tf = 0.53 in., d = 29.3 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. A LAB Answer: (a) Tmax= (b) omax = i B W LBC ksi ksi bf

A simply supported beam with spans of LAB = 15 ft and LBC = 45 ft supports loads of w = 3.0 kips/ft and P = 33 kips. The cross-sectional dimensions of the wide-flange shape are b= 11.0 in., tf = 0.53 in., d = 29.3 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. A LAB Answer: (a) Tmax= (b) omax = i B W LBC ksi ksi bf

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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