A simply supported beam with spans of LAB = 11 ft and LBC = 33 ft supports loads of w = 7.5 kips/ft and P = 33 kips. The cross-sectional dimensions of the wide-flange shape are bf = 8.0 in., tf = 0.54 in., d = 27.7 in., and tw = 0.43 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 = 11 ft and Lgc = 33 ft supports loads of w = 7.5 kips/ft and P = 33 kips. The cross-sectionaldimensions of the wide-flange shape are b = 8.0 in., t= 0.54 in., d = 27.7 in., and tw = 0.43 in. Determine the magnitude of:(a) the maximum horizontal shear stress in the beam.(b) the maximum bending stress in the beam.bfWABdLBCAnswer:(a) Tmax=(b) omax =LABksiksiсtw

Given:- LAB=11 ftLBC=33 ftw=7.5 kips/ftP=33 kipsCross secion propertiesbf=8.0 intf=0.54 ind=27.7…

A simply supported beam with spans of LAB = 11 ft and Lgc = 33 ft supports loads of w = 7.5 kips/ft and P = 33 kips. The cross-section dimensions of the wide-flange shape are b = 8.0 in., t= 0.54 in., d = 27.7 in., and tw = 0.43 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. bf W A B d LBC Answer: (a) Tmax= (b) omax = LAB ksi ksi с tw

A simply supported beam with spans of LAB = 11 ft and Lgc = 33 ft supports loads of w = 7.5 kips/ft and P = 33 kips. The cross-section dimensions of the wide-flange shape are b = 8.0 in., t= 0.54 in., d = 27.7 in., and tw = 0.43 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. bf W A B d LBC Answer: (a) Tmax= (b) omax = LAB ksi ksi с tw

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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