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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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