The influence line diagram for reaction at a support of simply supported beam is:
When a uniformly distributed load longer than the span of girder moves form left to right, then the maximum bending moment at mid–section of span occurs when the uniformly distributed load occupies:
For the beam given below:
A point load of 10 kN moves on the beam the maximum negative bending moment at section D is ___ kN-m.
Consider the beam below
The value of influence for shear force (VC)
In the three-hinged arch shown above, what is the influence line diagram for bending moment at a point C?
Find the maximum reaction developed at B when a UDL of 5 kN/m of span 6m is moving towards right in the beam shown below (in kN)