恒荷载标准值作用计算结果[指南].pdf

----恒荷载标准值作用计算结果----

---柱内力---

柱号MNVMNV

1-88.6957.27-24.65-147.98-46.5924.65
288.6957.2724.65147.98-46.59-24.65

---梁内力---

梁号MNVMNV

1147.9829.1743.91101.99-24.532.45
2-101.9924.532.45-147.98-29.1743.91

---恒荷载作用下的节点位移(mm)---

节点号.X向位移Y向位移
1-2.90.2
22.90.2
30.030.8
---活荷载标准值作用下的节点位移(mm)---

节点号.X向位移Y向位移
1-2.00.1
22.00.1
30.021.5
----左风荷载标准值作用----
---节点侧向（水平向）位移(mm)---

节点号δx节点号δx节点号δx节点号δx

(1)10.9(2)7.4(3)9.2(4)0.0

(5)0.0

---柱内力---

柱号MNVMNV

1150.16-30.7043.36115.0030.70-11.88
232.51-23.427.31-56.7923.4212.37

---梁内力---

梁号MNVMNV

1-115.00-14.87-29.37-60.3014.87-0.30
260.30-14.64-2.6556.7914.64-22.07

----右风荷载标准值作用----

---节点侧向（水平向）位移(mm)---

节点号δx节点号δx节点号δx节点号δx

(1)-7.4(2)-10.9(3)-9.2(4)0.0

(5)0.0

---柱内力---

柱号MNVMNV

1-32.51-23.42-7.3156.7923.42-12.37
2-150.16-30.70-43.36-115.0030.7011.88

---梁内力---

梁号MNVMNV

1-56.79-14.64-22.07-60.3014.64-2.65
260.30-14.87-0.30115.0014.87-29.37

-----荷载效应组合及强度、稳定、配筋计算-----
--------------------------------------------------------------------------------

钢柱1
截面类型=16;布置角度=0;计算长度：Lx=15.86,Ly=9.60;长细比：λx=
62.9,λy=141.9
构件长度=9.60;计算长度系数:Ux=1.65Uy=1.00
截面参数:B1=300,B2=300,H=600,Tw=8,T1=12,T2=12
轴压截面分类:X轴:b类,Y轴:c类
验算规范:门规CECS102:2002

柱下端柱上端

组合号MNVMNV

1103.7925.7431.13-16.57-12.9212.96
2121.5314.2836.0613.02-3.618.03
3-151.9435.94-39.82-98.07-23.1312.27
4-134.2024.49-34.89-68.48-13.817.34
5-106.4368.72-29.58-177.57-55.9129.58
6-88.6957.27-24.65-147.98-46.5924.65
7-119.7477.31-33.28-199.77-62.9033.28
8-193.21114.31-53.71-322.36-101.5053.71
9-175.47102.86-48.77-292.76-92.1848.77
10-180.48109.22-50.17-301.12-94.8150.17
11-193.21114.31-53.71-322.36-101.5053.71
12-175.47102.86-48.77-292.76-92.1848.77
13-180.48109.22-50.17-301.12-94.8150.17
14-106.4368.72-29.58-177.57-55.9129.58
15-88.6957.27-24.65-147.98-46.5924.65
16-119.7477.31-33.28-199.77-62.9033.28
1719.7042.936.84-80.97-30.1219.61
1837.4431.4811.77-51.38-20.8014.68
19-133.7449.05-35.72-129.87-36.2419.19
20-116.0037.60-30.79-100.28-26.9214.26
21-67.0888.52-17.28-225.76