The continuous beam shown in Figure Q2 is fixed at D and simply supported at A, B, and C. It is loaded by uniform distributed loads of 5kN/m as noted on Figure Q2 and by two point loads acting at midspan of the openings BC and CD, equal to 10kN and 20kN respectively. Further, support A settles, and thereby forcing the beam to be lowered, by 20mm as shown in Figure Q2. Given that the flexural rigidity of the beam is constant and equal to El=10000kNm², use the moment distribution method to: a) calculate the moments at the supports of the beam for the loads and the settlement shown in Figure Q2; and b) draw the bending moment diagram indicating all local maximum values. EI= 10000kNm² 20KN for all members 10KN 5kN/m 5kN m B Settlement: 20mm -3m 4 m 3m 3m 4 m 4 m 7777

The continuous beam shown in Figure Q2 is fixed at D and simply supported at A, B, and C. It is loaded by uniform distributed loads of 5kN/m as noted on Figure Q2 and by two point loads acting at midspan of the openings BC and CD, equal to 10kN and 20kN respectively. Further, support A settles, and thereby forcing the beam to be lowered, by 20mm as shown in Figure Q2. Given that the flexural rigidity of the beam is constant and equal to El=10000kNm², use the moment distribution method to: a) calculate the moments at the supports of the beam for the loads and the settlement shown in Figure Q2; and b) draw the bending moment diagram indicating all local maximum values. EI= 10000kNm² 20KN for all members 10KN 5kN/m 5kN m B Settlement: 20mm -3m 4 m 3m 3m 4 m 4 m 7777

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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