..s) The beam shown is fixed at A and to be supported by rod BC at B. The beam carries a uniform load w = 24 kN/m throughout its 5-meter span. E = 200 GPa and I = 450 x 106 mm4. Given the following formulas for deflection at free-end of a cantilever beam: 6= (WL^4)/8E1; 6= (PL^3)/3E1; 6= (Pa^2)/6El (3L-a) Where a = intermediate length of the beam ə What is the maximum deflection at the free-end without the rod? . (Input Answer Here: b., ) Compute the force on the rod to eliminate the deflection at the free end. (Input Answer Here: c.) () If the rod is placed at midspan, calculate the force on the rod to eliminate the deflection at the free end. (Input Answer Here: ) Tc

..s) The beam shown is fixed at A and to be supported by rod BC at B. The beam carries a uniform load w = 24 kN/m throughout its 5-meter span. E = 200 GPa and I = 450 x 106 mm4. Given the following formulas for deflection at free-end of a cantilever beam: 6= (WL^4)/8E1; 6= (PL^3)/3E1; 6= (Pa^2)/6El (3L-a) Where a = intermediate length of the beam ə What is the maximum deflection at the free-end without the rod? . (Input Answer Here: b., ) Compute the force on the rod to eliminate the deflection at the free end. (Input Answer Here: c.) () If the rod is placed at midspan, calculate the force on the rod to eliminate the deflection at the free end. (Input Answer Here: ) Tc

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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ASAP
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