Week 5 Challenge
1. given data
PG 1200*300*25*10
fy= 250mpa
2. PG1500*500*30*12
factored shear force = 2000KN
Yield strength fy= 250mpa
4. given UDL = 100kn/m
span = 15m
1. given data
PG 1200*300*25*10
fy= 250mpa
2. PG1500*500*30*12
factored shear force = 2000KN
Yield strength fy= 250mpa
4. given UDL = 100kn/m
span = 15m