A fixed beam of variable cross-section is shown in figure below. At the point of collapse, the value of load P will be
1
\(8M_P\over L\)
2
\(16M_P\over L\)
3
\(6M_P\over L\)
4
\(7M_P\over L\)
A fixed beam of variable cross-section is shown in figure below. At the point of collapse, the value of load P will be