Solve for the end moments of each member consider sway. O 20KN 60KN ↓ 2m A 1.751 30 KN/m C E 21 3m 1.51 21 3m B 1.51 D 1

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answerhappygod
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Solve for the end moments of each member consider sway. O 20KN 60KN ↓ 2m A 1.751 30 KN/m C E 21 3m 1.51 21 3m B 1.51 D 1

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Solve For The End Moments Of Each Member Consider Sway O 20kn 60kn 2m A 1 751 30 Kn M C E 21 3m 1 51 21 3m B 1 51 D 1 1
Solve For The End Moments Of Each Member Consider Sway O 20kn 60kn 2m A 1 751 30 Kn M C E 21 3m 1 51 21 3m B 1 51 D 1 1 (14.96 KiB) Viewed 56 times
use 48 for stiffness
Slope deflection method
Solve for the end moments of each member consider sway. O 20KN 60KN ↓ 2m A 1.751 30 KN/m C E 21 3m 1.51 21 3m B 1.51 D 1.75 F 4m 60 KN/m 6m
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