SITUATION 24:A concentrated load P is placed 3.75 mfrom the fixed end of a 5 - m longcantilever beam. P=10 kN3.75m1.25 m5m71. Find the deflection under point ofapplication of concentrated load P.a. 193.36 /EIc. 175.78 /EI72. Find the deflection at free end.a. 263.67 /EIc. 237.33 /EIb. 210.94 /EId. 237.34 /EIb. 290.04 /EId. 224.12 /EI73. What is the force R to be applied atthe free end to attain zero deflection?a. 6.96 kNC. 6.33 kNb. 7.6 kNd. 8.55 kN

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P=10 KN 3.75m 1.25 m 5m 71. Find the deflection under point of application of concentrated load P. a. 193.36 /EI c. 175.78 /EI b. 210.94 /EI d. 237.34 /EI 72. Find the deflection at free end. b. 290.04 /EI d. 224.12 /EI a. 263.67 /EI c. 237.33 /EI 73. What is the force R to be applied at the free end to attain zero deflection? a. 6.96 kN c. 6.33 kN b. 7.6 kN d. 8.55 kN

P=10 KN 3.75m 1.25 m 5m 71. Find the deflection under point of application of concentrated load P. a. 193.36 /EI c. 175.78 /EI b. 210.94 /EI d. 237.34 /EI 72. Find the deflection at free end. b. 290.04 /EI d. 224.12 /EI a. 263.67 /EI c. 237.33 /EI 73. What is the force R to be applied at the free end to attain zero deflection? a. 6.96 kN c. 6.33 kN b. 7.6 kN d. 8.55 kN

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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