Q. No. 10: The simply supported beam shown in the Figure supports a uniformly distributed load of w = 300 lblft between supports A and B and a concentrated load of P = 750 lb at end C. The cross-sectional dimensions of the beam shown in the Figure are bf= 10 in., ty= 2 in., d= 12 in., and tw = 2 in. Using L = 12 ft and xg = 2 ft, Analyze using the concepts of stresses under combined loadings to determine the principal stresses and the maximum shear stress acting at point K, which is located at a distance of a= the tee stem. Show these stresses on an appropriate sketch. %3D %3D 5 in. above the bottom edge of 111tttt1tttt ▪H

Q. No. 10: The simply supported beam shown in the Figure supports a uniformly distributed load of w = 300 lblft between supports A and B and a concentrated load of P = 750 lb at end C. The cross-sectional dimensions of the beam shown in the Figure are bf= 10 in., ty= 2 in., d= 12 in., and tw = 2 in. Using L = 12 ft and xg = 2 ft, Analyze using the concepts of stresses under combined loadings to determine the principal stresses and the maximum shear stress acting at point K, which is located at a distance of a= the tee stem. Show these stresses on an appropriate sketch. %3D %3D 5 in. above the bottom edge of 111tttt1tttt ▪H

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Q. No. 10: The simply supported beam shown in the Figure supports a uniformly distributed
load of w = 300 lblft between supports A and B and a concentrated load of P = 750 lb at end
C. The cross-sectional dimensions of the beam shown in the Figure are bf= 10 in., tg= 2
in., d= 12 in., and tw = 2 in. Using L = 12 ft and xg = 2 ft, Analyze using the concepts of
stresses under combined loadings to determine the principal stresses and the maximum shear
stress acting at point K, which is located at a distance of a = 5 in. above the bottom edge of
the tee stem. Show these stresses on an appropriate sketch.
1111
- H
K.

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