The continuous beam shown in the follow figure has a constant cross-section and supports a uniformly distributed dead load including its self-weight of G-25KN/m and an imposed load Q=10KN/m. G -25KN/m. Q • 10 KN/m 4 0m to 6-0m 6-0m Please finished the moment distribution of the beam. Table 3.1 Moment distribution for the first loading case B A 3 1 4 L D 3 1 4'L Stiffness (k) 3 1 -0.125 0.25 = 0.125 46 0.125 0.125 + 0.25 0.25 Distr. factors 0.125 + 0.25 - 1/3 = 2/3 2/3 1/3 Load (kN) 306 204 306 -306 x 6 306 x 6 204x 4 12 F.E.M. 8. Balance Carry over Balance Carry over Balance Carry over Balance Carry over Balance M (KN m) 0 37

The continuous beam shown in the follow figure has a constant cross-section and supports a uniformly distributed dead load including its self-weight of G-25KN/m and an imposed load Q=10KN/m. G -25KN/m. Q • 10 KN/m 4 0m to 6-0m 6-0m Please finished the moment distribution of the beam. Table 3.1 Moment distribution for the first loading case B A 3 1 4 L D 3 1 4'L Stiffness (k) 3 1 -0.125 0.25 = 0.125 46 0.125 0.125 + 0.25 0.25 Distr. factors 0.125 + 0.25 - 1/3 = 2/3 2/3 1/3 Load (kN) 306 204 306 -306 x 6 306 x 6 204x 4 12 F.E.M. 8. Balance Carry over Balance Carry over Balance Carry over Balance Carry over Balance M (KN m) 0 37

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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