2. A concrete slab of uniform thickness weighs 20,000 lb and is supported by two steel rods shown on the link below. The initial length of rod AB is 2 ft. and the initial length of rod CD is 3 ft. Rod AB has a cross-sectional area of 1 in² and rod CD has a cross-sectional area of 2 in?. The modulus of elasticity of steel is 30 x 106 Ib/in?. Calculate the elongation of both rods in inches. Click on the following link to see the figure: I1 p2.jpg Elongation of rod AB (in.) Elongation of rod CD (in.)= %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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2. A concrete slab of uniform thickness weighs 20,000 lb and is supported by
two steel rods shown on the link below. The initial length of rod AB is 2 ft. and
the initial length of rod CD is 3 ft. Rod AB has a cross-sectional area of 1 in? and
rod CD has a cross-sectional area of 2 in?. The modulus of elasticity of steel is
30 x 106 Ib/in?. Calculate the elongation of both rods in inches.
Click on the following link to see the figure: I1 p2.jpg
Elongation of rod AB (in.) =
Elongation of rod CD (in.) =
Transcribed Image Text:2. A concrete slab of uniform thickness weighs 20,000 lb and is supported by two steel rods shown on the link below. The initial length of rod AB is 2 ft. and the initial length of rod CD is 3 ft. Rod AB has a cross-sectional area of 1 in? and rod CD has a cross-sectional area of 2 in?. The modulus of elasticity of steel is 30 x 106 Ib/in?. Calculate the elongation of both rods in inches. Click on the following link to see the figure: I1 p2.jpg Elongation of rod AB (in.) = Elongation of rod CD (in.) =
ds beot OT
मा
B
3'
2'
A
C
20,000 lb.
1'
4'
3'
Transcribed Image Text:ds beot OT मा B 3' 2' A C 20,000 lb. 1' 4' 3'
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