Statically indeterminate continuous beam using 3 moment equation
a 9m continuous beam is fixed at the left end with supports 6m and 9m from left. uniformly distributed load 3kN/m from 6m to 9m, triangular loading of 5kN/m from fixed end to 3m, and a negative moment of 10kN.m @ 4 from fixed end. computing for the reactions and moments. drawing the shear and moment diagram.
where is the drawing figure on this question?
Doing assignment online; the style of the new generation.
hi
Moment at fixation = -3.545 KN.m
Moment at the middle support =0.965 KN.m
Reaction at fixation =4.701 KN
Reaction at the middle support =6.978 KN
Reaction at the end support =4.821 KN
it is avery important subject
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a 9m continuous beam is fixed at the left end with supports 6m and 9m from left. uniformly distributed load 3kN/m from 6m to 9m, triangular loading of 5kN/m from fixed end to 3m, and a negative moment of 10kN.m @ 4 from fixed end. computing for the reactions and moments. drawing the shear and moment diagram.
what was the answer here??
