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2 kip/ft 40 kip-ft 10 ft 10 ft The simply-supported beam above is made of a steel wide-flange section with the following properties: E = 29000 ksi G = 10000 ksi !! A = 12.6 in? I = 428 in1 Which of the following is closest to the deflection of the beam at point C? O-1.02 in -0.113 in -0.043 in -0.719 in

2 kip/ft 40 kip-ft 10 ft 10 ft The simply-supported beam above is made of a steel wide-flange section with the following properties: E = 29000 ksi G = 10000 ksi !! A = 12.6 in? I = 428 in1 Which of the following is closest to the deflection of the beam at point C? O-1.02 in -0.113 in -0.043 in -0.719 in

Structural Analysis
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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2 kip/ft 40 kip-fl C B 10 ft 10 ft The simply-supported beam above is made of a steel wide-flange section with the following properties: E = 29000 ksi G = 10000 ksi !3! • A = 12.6 in2 • | = 428 in Which of the following is closest to the deflection of the beam at point C? O-1.02 in -0.113 in O -0.043 in -0.719 in
Transcribed Image Text:2 kip/ft 40 kip-fl C B 10 ft 10 ft The simply-supported beam above is made of a steel wide-flange section with the following properties: E = 29000 ksi G = 10000 ksi !3! • A = 12.6 in2 • | = 428 in Which of the following is closest to the deflection of the beam at point C? O-1.02 in -0.113 in O -0.043 in -0.719 in
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