how to calculate continuous beam in moment distribution method and bending moment value?

M

masbah

New member
calculate the beam structure for both type of the end supported condition(i.e distribution factor = 1) or fixed end support condition(i.e distribution factor = 0) and the beam stiffness(I) is different for various span.
Span 1 = 6m ,load = 10Kn ,position = middle.
Span 2 = 5m , load = 5 Kn/m (Uniform distributed load) ,position = whole.
Span 3 = 4m , load = 5 Kn/m(Uniform distributed load) , position = middle 2m
 
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