Need your help, I will vote it up. The beam is fixed supported at point C and roller support at A and B. In the given beamthere is a 30 mm settlement occurred in support B. Given also the flexural rigidity oneach span. Note: Use the E = 200 GPa and I = 150 x 106 mmªa) Determine the interlocking moment at point B. (Answer should be in kN-m)b) Determine the reaction moment at fixed support C. (Answer should be in kN-m)c) Determine the vertical reaction at point A. (Answer should be in kN)30 kN/m24 kN18 kNEI30 mmL2m2m- I 2 m-10 kN/mQB2.75 m-2EI-2.25 m

Support B settles by 30 mmE=200 kN/mm2I=150(106) mm4EI=3(1010) kN/mm2∴EI=30000 kN/m2

The beam is fixed supported at point C and roller support at A and B. In the given beam there is a 30 mm settlement occurred in support B. Given also the flexural rigidity on each span. Note: Use the E = 200 GPa and I = 150 x 106 mm¹ a) Determine the interlocking moment at point B. (Answer should be in kN-m) b) Determine the reaction moment at fixed support C. (Answer should be in kN-m) c) Determine the vertical reaction at point A. (Answer should be in kN)

The beam is fixed supported at point C and roller support at A and B. In the given beam there is a 30 mm settlement occurred in support B. Given also the flexural rigidity on each span. Note: Use the E = 200 GPa and I = 150 x 106 mm¹ a) Determine the interlocking moment at point B. (Answer should be in kN-m) b) Determine the reaction moment at fixed support C. (Answer should be in kN-m) c) Determine the vertical reaction at point A. (Answer should be in 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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