20kN 5m B I A 3m 30kN 31 3т D C 2m 2m —4kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine the reactions at the supports for the following structures by using flexibility method. if there are a support movement of A to left by 10mm and a support settlement at D by 12mm. Given E=200GPa, I=10^7mm4 . Verify the results the RISA-2D.(Ans : Ax=-0.789kN, Ay=8.431kN, Dx=-15.211kN, Dy=21.7569kN, MD=33.378kNm↺)
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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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