80200600 现浇天沟自重：
25??0.6??0.20?0.08???0.08??0.6?0.2???0.5?0.36??2.13 KN/m
顶层柱恒载=天沟自重+梁自重+板传荷载
23?1?1.8??1.8???2.13??1.95?3.9??2.39??1.95?3.9?0.55???4.92?1.8?1?2????????1.9523.93.9???????? 23?1?1.8??1.8????4.92?1.8??1?2????????3.9?35.5827.87.8????????KN/m
顶层柱活载=板传活载
23?1?1.8??1.8????0.5?1.8?1?2???????1.95?23.93.9????????23?1?1.8??1.8???0.5?1.8?1?2????????3.9KN 27.87.8?????????0.59?1.59?2.18标准层柱恒载=墙自重+梁自重+板传荷载
11
23?1?1.8??1.8???5.64??1.95?3.9?0.55??2.39?1.95?3.9?0.5???3.55?1.8?1?2??????23.93.9??????? KN ?23?1?1.8??1.8???1.95??3.55?1.8?1?2???????3.9?29.89?10.4?4.19?2.26?46.7427.87.8????????标准层柱活载=板传活载
2323??11?1.8??1.8???1.8??1.8?????2.0?1.8?1?2???????1.95??2.0?1.8?1?2???????3.9
23.93.927.87.8?????????????????2.36?1.27?3.633.3.5 C轴柱纵向集中荷载计算
基础顶面恒载=内纵墙自重+基础梁自重
?15.97?1.95?3.9?0.55??2.19?1.95?3.9?0.55??96.25 KN
顶层柱恒载=粱自重+板传荷载
23?1?1.8??1.8???2.39?1.95?3.9?0.5???4.92?1.8?1?2???????1.9523.93.9????????2323??11?1.8??1.8???2.1??2.1????4.92?1.8?1?2???????3.9??4.92?2.1?1?2???????3.9（KN） 22?7.8??7.8???7.8??7.8?????????15?4.92?1.95??1.95?10.40?5.81?15.64?17.62?5.85?55.3228顶层柱活载=板传活载
2323??11?1.8??1.8???1.8??1.8???0.5?1.8?1?2???????1.95??0.5?1.8?1?2???????3.923.93.927.87.8?????????????????115?2.1??2.1????0.5?2.1?1?2???????3.9??0.5?1.95??1.95?4.57228?7.8??7.8?????标准层柱恒载=粱自重+板传荷载+内纵墙自重
23?1?1.8??1.8???2.39?1.95?3.9?0.5???3.55?1.8?1?2???????1.952?3.9??3.9?????23 KN
2323??11?1.8??1.8???2.1??2.1????3.55?1.8?1?2???????3.9??3.55?2.1?1?2???????3.9 22?7.8??7.8???7.8??7.8????????15?3.55?1.95??1.95?12.86?1.95?3.9?0.55??111.1528标准层柱活载=板传荷载
12
2323??11?1.8??1.8???1.8??1.8????2.0?1.8?1?2???????1.95??2.0?1.8?1?2???????3.923.93.927.87.8?????????????????115?2.1??2.1???2.0?2.1?1?2???????3.9??2.0?1.95??1.95?18.28228?7.8??7.8?????3.3.6 G轴柱纵向集中荷载计算
基础顶面恒载=基础梁自重?2.19?1.95?3.9?0.55??11.61 KN 顶层柱恒载=梁自重+板传荷载
23?11?2.1??2.1??2.39?1.95?3.9?0.5???4.92?2.1?1?2???3.9??4.92?1.95????22?7.8??7.8?????23?512.42.415???????1.95??4.92?2.4?1?2???????3.9??4.95?1.95??1.95 8228?7.8??7.8?????23
?10.4?17.62?11.7?19.34?59.06顶层柱活载=板传活载
23?151?2.1??2.1???0.5?2.1?1?2???????3.9?0.5?1.95??1.95??0.5282?7.8??7.8???????2.4??2.4???2.4?1?2???????3.9?4.957.87.8????????标准层柱恒载=粱自重+板传荷载+内隔墙自重
23 KN
23?1?2.1??2.1???2.39?1.95?3.9?0.5???3.55?2.1?1?2???????3.927.87.8????????23?51?2.4??2.4???3.55?1.95??1.95??3.55?2.4?1?2???????3.9?7.84?3 KN
827.87.8?????????10.4?35.15?23.52?69.07标准层柱活载
23?12.12.1???????2.0?2.1?1?2???????3.92?7.8??7.8?????23?51?2.4??2.4???2.0?1.95??1.95??2.0?2.4?1?2???????3.9?19.8 KN
827.87.8????????3.3.7 I轴柱纵向集中荷载计算
13
顶层柱恒载= 天沟自重+梁自重+板传荷载
?2.13?1.95?3.9??2.39??1.95?3.9?0.55?23?115?2.4??2.4????4.92?2.4?1?2???3.9??4.95?1.95??1.95 ????228?7.8??7.8??????12.46?12.67?19.34?5.85?50.32顶层柱活载=板传活载
23?151?2.4??2.4????0.5?2.4?1?2???????3.9?0.5?1.95??1.95??2.56 KN 282?7.8??7.8?????标准层柱恒载=粱自重+板传荷载+内隔墙自重
?2.39?1.95?3.9?0.55??23?5112.42.4??????3.55?1.95??1.95??3.55?2.4?1?2???????3.9 KN
822?7.8??7.8??????5.64?1.95?3.9?0.55??12.67?18.18?30.85?29.89?60.74标准层柱活载=板传活载
23?511?2.4??2.4???2.0?1.95??1.95??2.0?2.4?1?2???????3.9?10.24 KN 8227.87.8????????基础顶面恒载=外纵墙自重+基础梁自重
?11.25?1.95?3.9?0.55??2.19?1.95?3.9?0.55??71.23 KN
14
50.32(2.56)G=12.8160.74(10.24)G=12.8160.74(10.24)G=12.8160.74(10.24)G=12.8160.74(10.24)G=12.8160.74(10.24)G=12.8160.74(10.24)16.84(1.47)59.06(4.95)15.27(1.31)55.32(4.57)13.4735.58(1.13)(2.18)G=12.8116.84(5.88)69.07(19.8)16.84111.15(5.24)(18.28)16.8446.74(4.5)(3.63)G=12.81G=23.8169.07(19.8)16.84111.15(5.24)(18.28)16.84(5.88)16.8446.74(4.5)(3.63)G=12.81G=23.8169.07(19.8)16.84111.15(5.24)(18.28)16.84(5.88)16.8446.74(4.5)(3.63)G=12.81G=23.8169.07(19.8)16.84111.15(5.24)(18.28)16.84(5.88)16.8446.74(4.5)(3.63)G=23.81G=12.81G=23.8116.84(5.88)69.07(19.8)16.84111.15(5.24)(18.28)16.8446.74(4.5)(3.63)G=12.81G=23.8169.07(19.8)16.84111.15(5.24)(18.28)16.84(5.88)16.8446.74(4.5)(3.63)G=28.72G=15.4671.2311.61G=28.72G=15.4671.2396.25
15
36203000G=23.8130003000G=23.813000G=23.813000G=23.813000G=23.81G=23.81