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Part B Perform double integration of the bending moment equations. You will obtain deflections in this form: VEI= F(x) + C₁x + C3 for 0

Part B Perform double integration of the bending moment equations. You will obtain deflections in this form: VEI= F(x) + C₁x + C3 for 0

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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Can you answer part e and f f) find the value of the integration constant C4
Part B Perform double integration of the bending moment equations. You will obtain deflections in this form: VEI= F(x) + C₁x + C3 VEI= G(x) + C2x + C4 for 0 < x≤ a for a ≤ x ≤a+b Calculate: e) the value of the integration constant C₂. Enter your answer in kNm² to three decimal places.
Transcribed Image Text:Part B Perform double integration of the bending moment equations. You will obtain deflections in this form: VEI= F(x) + C₁x + C3 VEI= G(x) + C2x + C4 for 0 < x≤ a for a ≤ x ≤a+b Calculate: e) the value of the integration constant C₂. Enter your answer in kNm² to three decimal places.
A steel beam, of lengths a=4 m and b=3 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1. The width and height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam is under a distributed load of the intensity that linearly varies from q=0 kN/m to q=5 kN/m for AB span; and is constant with q=5 kN/m for BC span. The Young's modulus of steel is 200 GPa. YA Part A A a 9 Figure Q.1 Дв QI 5 mm 200 mm 300 mm b C
Transcribed Image Text:A steel beam, of lengths a=4 m and b=3 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1. The width and height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam is under a distributed load of the intensity that linearly varies from q=0 kN/m to q=5 kN/m for AB span; and is constant with q=5 kN/m for BC span. The Young's modulus of steel is 200 GPa. YA Part A A a 9 Figure Q.1 Дв QI 5 mm 200 mm 300 mm b C
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