Two identical rods support the loads as shown. The diameters of the rods is 0.8 in. E = 29 x10³ ksi. The bar is rigid and weighs 10 kips in a uniform section. a. What are the displacements at A and B? b. What is the displacement at 4 feet from the left end? c. What should be the diameters of the rods so that their displacements should not exceed.4". 11* 182 112 DERS 4

Two identical rods support the loads as shown. The diameters of the rods is 0.8 in. E = 29 x10³ ksi. The bar is rigid and weighs 10 kips in a uniform section. a. What are the displacements at A and B? b. What is the displacement at 4 feet from the left end? c. What should be the diameters of the rods so that their displacements should not exceed.4". 11* 182 112 DERS 4

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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