土木工程办公楼1毕业设计计算书(12)

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

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