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30 kN/m C D 8 m A B -10 m- El = constant

30 kN/m C D 8 m A B -10 m- El = constant

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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Determine the member end moment and reaction for the structure shown below by using moment distribution method

 

d) 75 kN/m 50 kN/m A D B 3 m 2 m 2 m El = constant e) 30 kN/m C D 8 m A 10 m El = constant f) 50 kN/m 50 kN E TB 2 m -200 kN 2 m A 6 m 6 m 2 m El = constant E = 70 GPa 1=496(10) mm4 2 /4
Transcribed Image Text:d) 75 kN/m 50 kN/m A D B 3 m 2 m 2 m El = constant e) 30 kN/m C D 8 m A 10 m El = constant f) 50 kN/m 50 kN E TB 2 m -200 kN 2 m A 6 m 6 m 2 m El = constant E = 70 GPa 1=496(10) mm4 2 /4
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