Q: An overhang beam ABCD is simply supported at A and C. The beam carries a uniformly distributed load of 4kNm-1 over the entire span, a concentrated load of 40kN at B and a concentrated load of 20kN at D, as shown in the Figure. The reaction forces at A and C are 22 kN and 86 kN respectively. The bending moment equation for section AB, is ….
"\\sum_{v-force}=0"
"R_A+R_C=40+20+4L"
"22+86=40+20+4L"
"L=12m"
Bending moment about x-x
"M_{xx}=22*x-2*x^2"
"M_{xx}=22x-2x^2"
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