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For the following continuous beam, which is hinged connected at D, using the load combination 1.4G+1.6Q calculate: Maximum positive design moment at span BC (+Md,BC) Maximum negative design moment at support B (-Md,B) G=15 kN/m Q= 10 kN/m

For the following continuous beam, which is hinged connected at D, using the load combination 1.4G+1.6Q calculate: Maximum positive design moment at span BC (+Md,BC) Maximum negative design moment at support B (-Md,B) G=15 kN/m Q= 10 kN/m

Structural Analysis
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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For the following continuous beam, which is hinged connected at D, using the load combination 1.4G+1.6Q calculate:

  • Maximum positive design moment at span BC (+Md,BC)

  • Maximum negative design moment at support B (-Md,B)

    G=15 kN/m Q= 10 kN/m

Question-1) For the following continuous beam, which is hinged connected at D, using the load combination 1.4G+1.6Q calculate: Maximum positive design moment at span BC (+Ma,BC) Maximum negative design moment at support B (-Ma,B) G=15 kN/m Q=10 kN/m A, 2m 3m 6m
Transcribed Image Text:Question-1) For the following continuous beam, which is hinged connected at D, using the load combination 1.4G+1.6Q calculate: Maximum positive design moment at span BC (+Ma,BC) Maximum negative design moment at support B (-Ma,B) G=15 kN/m Q=10 kN/m A, 2m 3m 6m
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