Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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1. The cable has a specific weight y (weight/volume) and cross-sectional area A.
Assuming the sag s is small, so that the cable's length is approximately L and its
weight can be distributed uniformly along the horizontal axis, determine the
tension in the cable at C and B in terms of A, y, L and s. Note: Tension at C is
horizontal.
2. A stress element is shown. Draw Mohr's circle and determine the following: a)
principal stresses, b) principal planes, c) rotate the element by 30⁰ counter-
clockwise and determine stresses on that plane, d) draw the rotated element.
BOMPR
3. Use double integration method to determine the deflection and slope at point C.
Given E= 200 GPa, and I=17X 106 m².
A
с
.
→ 80 MPA
12M-XA
16 KN
4m-2m-
1
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Transcribed Image Text:Sent Drafts More Labels 1. The cable has a specific weight y (weight/volume) and cross-sectional area A. Assuming the sag s is small, so that the cable's length is approximately L and its weight can be distributed uniformly along the horizontal axis, determine the tension in the cable at C and B in terms of A, y, L and s. Note: Tension at C is horizontal. 2. A stress element is shown. Draw Mohr's circle and determine the following: a) principal stresses, b) principal planes, c) rotate the element by 30⁰ counter- clockwise and determine stresses on that plane, d) draw the rotated element. BOMPR 3. Use double integration method to determine the deflection and slope at point C. Given E= 200 GPa, and I=17X 106 m². A с . → 80 MPA 12M-XA 16 KN 4m-2m- 1
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