The total force at the ground,
Ng=400+800=1200(N)N_g=400+800=1200(N)Ng=400+800=1200(N)
The reaction at the wall,
ΣMgr=0:−R⋅lsin30°+800⋅14lcos30°+400⋅12lcos30°=0\Sigma M_{gr}=0:-R\cdot l\sin30°+800\cdot\frac{1}{4}l\cos30°+400\cdot \frac{1}{2}l\cos30°=0ΣMgr=0:−R⋅lsin30°+800⋅41lcos30°+400⋅21lcos30°=0
R⋅lsin30°=800⋅14lcos30°+400⋅12lcos30°R\cdot l\sin30°=800\cdot\frac{1}{4}l\cos30°+400\cdot \frac{1}{2}l\cos30°R⋅lsin30°=800⋅41lcos30°+400⋅21lcos30°
R=800⋅14cos30°+400⋅12cos30°sin30°=693(N)R=\frac{800\cdot\frac{1}{4}\cos30°+400\cdot \frac{1}{2}\cos30°}{\sin30°}=693(N)R=sin30°800⋅41cos30°+400⋅21cos30°=693(N)
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