1.) Compute the reaction and draw shear and moment diagram for the continuous beam or frames; E and I are constant unless noted otherwise. The consistent distortion is to be used. 50k 10 - 15 - 25 ft- -3.6 kif -30 ft
1.) Compute the reaction and draw shear and moment diagram for the continuous beam or frames; E and I are constant unless noted otherwise. The consistent distortion is to be used. 50k 10 - 15 - 25 ft- -3.6 kif -30 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Given:-
VIEWStep 2: Degree of static indeterminacy:-
VIEWStep 3: Determinate structures:-
VIEWStep 4: Moment equation table:-
VIEWStep 5: Deflection calculations:-
VIEWStep 6: Compatibility condition:-
VIEWStep 7: Support reactions:-
VIEWStep 8: Shear force and bending moment diagrams:-
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