Determine the reactions at the supports and draw the bending moment diagram for the following structures if there are a support movement of A to left by 10mm and a support settlement at D by 12mm. Given E=200GPa, I=107mm4
Determine the reactions at the supports and draw the bending moment diagram for the following structures if there are a support movement of A to left by 10mm and a support settlement at D by 12mm. Given E=200GPa, I=107mm4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the reactions at the supports and draw the bending moment diagram for the following structures if there are a support movement of A to left by 10mm and a support settlement at D by 12mm. Given E=200GPa, I=107mm4 . (Ans : Ax=-0.789kN, Ay=8.431kN, Dx=-15.211kN, Dy=21.7569kN, MD=33.378kNm↺)
Transcribed Image Text:20kN
5m
B
I
A
3m
30kN
31
3m
D
с
I
2m
2m
4kN
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Step 1: Finding of
VIEWStep 2: Introduction and FBD of frame
VIEWStep 3: Reactions in terms of Redundant Reactions Ax and Dy
VIEWStep 4: Integration table for castigliano's theorem
VIEWStep 5: Horizontal deformation At A
VIEWStep 6: Vertical deformation at D
VIEWStep 7: Solution of Reactions at Supports
VIEWStep 8: BM calculation at span of frame
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