土木工程办公楼1毕业设计计算书(13)

土木工程

=3.87 kN/m×(6m-0.6m)+ 10.72kN/m×(6m-0.6m)+4.33kN/㎡×6m×5.1m/2×0.71+3.82kN/㎡×6m×2.1m/2×0.94 =148.44 kN

一层柱活载=板传活载

=2.0kN/㎡×6m×5.1m/2×0.71+2.5kN/㎡×6m×2.1m/2×0.94 =36.53

基础顶面恒载=底层内纵墙自重+基础梁自重

=15.47 kN/m×(6m-0.6m)+ 2.5kN/m×(6m-0.6m) =97.04 kN

③轴柱纵向集中荷载与②轴柱纵向集中荷载相同 ④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+内纵墙自重

=3.87kN/m×(6m-0.6m)+4.33kN/㎡×6m×5.1m/2×0.71+3.82kN/㎡×6m×2.1m/2×0.94+11.82kN/m×(6m-0.6m)

=154.38 kN 二，三层柱活载=板传活载

=2.0kN/㎡×6m×5.1m/2×0.71+2.5kN/㎡×6m×2.1m/2×0.94 =36.53 kN

一层柱恒载=纵墙自重+梁自重+板传荷载

=3.87 kN/m×(6m-0.6m)+ 9.12kN/m×(6m-0.6m)+4.33kN/㎡×6m×5.1m/2×0.71+3.82kN/㎡×6m×2.1m/2×0.94

=139.80 kN

一层柱活载=板传活载

=2.0kN/㎡×6m×5.1m/2×0.71+2.5kN/㎡×6m×2.1m/2×0.94 =36.53

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 ⑤轴柱纵向集中荷载的计算

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