双向板等效均布荷载计算

双向板等效均布荷双向板等效均布荷

板跨8m板跨4m

s0.05m s0m

h0.2m h0.11m btx0.1m btx0.07m bty0.2m bty0.07m bcx0.4m bcx0.07m bcy0.5m bcy0.07m b 6.1m b 2.87m M392kN.m M28kN.m Qe8kN/m^2Qe5kN/m^2

双向板等

效均布荷

板跨 5.4m

s0.4m

h0.2m

btx0.2m

bty0.2m

bcx 1.2m

bcy 1.2m

b 4.98m

M189kN.m

Qe10kN/m^2