In this cantilever beam we are taken direct loads are Reactions
RA = 10+ 15+20 = 45kN
Reacting moment at A
MA= -(20×3+15×2 + 10×1)
= -(60+30+10)
= 100 kN/m
In this cantilever beam we are taken direct loads are Reactions
RA = 10+ 15+20 = 45kN
Reacting moment at A
MA= -(20×3+15×2 + 10×1)
= -(60+30+10)
= 100 kN/m