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FIXED END MOMENTS. M F AB = -w L 2 / 12 M F AB = w L 2 / 12. What is fixed end moment of beam loaded with uniformly distributed load through out its span?. M F AB = -WL / 8 M F AB = WL / 8.
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M FAB = -w L2 / 12 M FAB = w L2 / 12 What is fixed end moment of beam loaded with uniformly distributed load through out its span?
M FAB = -WL / 8 M FAB = WL / 8 What is fixed end moment of beam loaded with concentrated load at its mid span?
What is fixed end moment of beam loaded with concentrated load at a distance ‘a’ from support A? FAB = -Wab2/ L2 M FAB = Wa2b / L2
What is fixed end moment of beam loaded with uniformly varying load through out its span? M FAB = -w L2 / 20 M FAB = w L2 / 30
What is fixed end moment of beam loaded with uniformly distributed load covering half the span? M FAB = -11w L2 / 192 M FAB = 5w L2 / 192
What is fixed end moment of beam loaded with uniformly distributed load through out its span? M FAB = M / 4 M FAB = M / 4