The simply supported beam supports a uniformly distributed load of w=240 lb/ft between supports A and B and a concentrated load of P=1030 lb at end C. The cross-sectional dimensions of the beam shown in the second figure are by=12 in., ty=1.75 in., d = 12 in., and tw=1.75 in. Using L=13 ft and xx=2 ft, determine the principal stresses and the maximum shear stress acting at point K, which is located at a distance of a = 4 in. above the bottom edge of the tee stem. Show these stresses on an appropriate sketch on paper.
The simply supported beam supports a uniformly distributed load of w=240 lb/ft between supports A and B and a concentrated load of P=1030 lb at end C. The cross-sectional dimensions of the beam shown in the second figure are by=12 in., ty=1.75 in., d = 12 in., and tw=1.75 in. Using L=13 ft and xx=2 ft, determine the principal stresses and the maximum shear stress acting at point K, which is located at a distance of a = 4 in. above the bottom edge of the tee stem. Show these stresses on an appropriate sketch on paper.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Step 1: Write the given data and what is to find
VIEWStep 2: Draw the free body diagram and determine the reactions at A and B:
VIEWStep 3: Determine the shear force and bending moment values at point K:
VIEWStep 4: Locate the centroid of the section from the bottom fibre and moment of inertia about NA:
VIEWStep 5: Determine the bending normal stress and shear stress at point K:
VIEWStep 6: Determine the principal stresses values:
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