Maximum bending moment at the point P in the simply supported beam, when it is traversed by the moving load from left to right as shown in figure below is:
Average load on AP Average load on PB | |
20 kN crosses P | (30+60+406=21.67)>(204=5) |
40 kN crosses P | (30+606=15)=(20+404=15) |
60 kN crosses P | (306=5)<(20+40+604=30) |