土木工程
顶层柱活载=板传活载
=2.0kN/㎡×6m×5.1m/2×0.71 =21.73 kN
二，三层柱恒载=墙自重+梁自重+板传荷载
=11.82 kN/m×(6m-0.6m)+ 3.87kN/m×(6m-0.6m)+4.33kN/㎡×6m×5.1m/2×0.71 =131.76 kN 二，三层柱活载=板传活载
=2.0kN/㎡×6m×5.1m/2×0.71 =21.73 kN
一层柱恒载=墙自重+梁自重+板传荷载
=9.12 kN/m×(6m-0.6m)+ 3.87kN/m×(6m-0.6m)+4.33kN/㎡×6m×5.1m/2×0.71
=117.18 kN
一层柱活载=板传活载
=2.0kN/㎡×6m×5.1m/2×0.71 =21.73 kN
基础顶面恒载=底层外纵墙自重+基础梁自重
=13.86 kN/m×(6m-0.6m)+ 2.5kN/m×(6m-0.6m) =88.34 kN ②轴柱纵向集中荷载的计算 顶层柱恒载=梁自重+板传荷载
=3.87kN/m×(6m-0.6m)+ 6.89kN/㎡×6m×5.1m/2×0.71+6.89kN/㎡×6m×2.1m/2×0.94
=136.55 kN 顶层柱活载=板传活载
= 2.0kN/㎡×6m×5.1m/2×0.71+2.0kN/㎡×6m×2.1m/2×0.94 =33.57 kN
二，三层柱恒载=梁自重+板传荷载
=3.87kN/m×(6m-0.6m)+4.33kN/㎡×6m×5.1m/2×0.71+4.33kN/㎡×6m×2.1m/2×0.94
=93.58 kN 二，三层柱活载=板传活载
=2.0kN/㎡×6m×5.1m/2×0.71+2.0kN/㎡×6m×2.1m/2×0.94 =33.57 kN
一层柱恒载=内纵墙自重+梁自重+板传荷载