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In figure the maximum bending moment at the fixed end of the cantilever caused by the UDL is M.
The bending moment at a section //5 from the free end is
The shear force along the beam shown in the figure is
The correct shear force diagram for the beam shown in the figure is
A simply supported beam of span l is loaded (as shown) with a udl of intensity w_{1} per unit length at A and w_{2} per unit length at B the shear force at the support B is given by
The beam shown in the given figure has a design value of bending moment of
A cantilever beam is subjected to moments as shown in the given figure. The BM diagram for the beam will be
The fixed end moment M_{A} of the beam shown in the given figure is
A simply supported beam with equal overhang ori both sides is loaded as shown in the figure. If the bending moment at midspan is zero, then the percentage overhang on each side will be
A propped cantilever beam shown in the figure given is having interna! hinge at its midspan. Which one of the following is the shape of bending moment diagram for the given loading?
In the case of lsection, the web resists mainly
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37 videos39 docs45 tests
