土木工程
顶层柱恒载=梁自重+板传荷载+女儿墙重
=3.87kN/m×(6m-0.6m)+6.67 kN/m×(6m-0.6m)+6.89kN/㎡×6m×2.1m/2×0.94
=97.72 kN 顶层柱活载=板传活载
= 2.0kN/㎡×6m×2.1m/2×0.94 =11.84 kN
一，二，三层柱恒载=梁自重+板传荷载+栏杆自重
=3.87kN/m×(6m-0.6m)+3.82kN/㎡×6m×2.1m/2×0.94+5.05kN/m×(6m-0.6m)
=70.79 kN 一，二，三层柱活载=板传活载
=2.5kN/㎡×6m×2.1m/2×0.94 =14.81 kN
基础顶面恒载=栏杆自重+基础梁自重
=5.05 kN/m×(6m-0.6m)+ 2.5kN/m×(6m-0.6m)
=42.27 kN