房建结构设计计算书模板文档格式.docx
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房建结构设计计算书模板文档格式.docx
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不上人屋面
0.5
楼梯、走廊
3.5
教室
2.5
书库
5
卫生间
阅览室
其他
未列项目见现行规范、规程及标准的荷载
2.梁墙间荷载
梁墙间荷载详见各层恒、活荷载图(附图);
3.荷载计算方法
材料
厚度(mm)
容重
重量(kN/m2)
地砖
0.56
2
垫层
30
20
0.6
3
现浇板
100
25
4
板底抹灰
17
0.34
小计
4.0
本工程设计软件采用中国建筑科学研究院编制的《高层建筑结构空间有限元分析与设计软件》SATWE2010。
三、基础设计
+------------------------------------------------------------------------------+
+JCCAD计算结果文件+
++
+工程名称:
ll+
+计算日期:
2014-1-21+
+计算时间:
15:
23:
46+
+计算内容:
+
荷载代码Load荷载组合公式
4PM标准组合:
1.00*恒+1.00*活
5PM准永久组合:
1.00*恒+0.50*活
6PM基本组合:
1.20*恒+1.40*活
7PM基本组合:
1.35*恒+0.70*1.40*活
计算独基时[不考虑]独基范围内的线荷载
独基底板最小配筋率:
0.150%
中华人民共和国国家标准GB50007-2011--综合法
符号说明:
fak:
地基承载力特征值
fa:
修正后的承载力特征值(地震荷载组合:
faE)
q:
用于地基承载力特征值修正的基础埋深
Pt:
平均覆土压强(包括基础自重)
fy:
计算底板钢筋时采用的抗拉设计强度
ft:
混凝土轴心抗拉强度设计值
Load:
荷载代码
Mx'
:
相对于基础底面形心的绕x轴弯矩标准组合值
My'
相对于基础底面形心的绕y轴弯矩标准组合值
N'
相对于基础底面形心的轴力标准组合值
Pmax:
该组合下最大基底反力
Pmin:
该组合下最小基底反力
S:
基础底面长
B:
基础底面宽
M1:
底板x向配筋计算用弯矩设计值
M2:
底板y向配筋计算用弯矩设计值
AGx:
底板x向全截面配筋面积
AGy:
底板y向全截面配筋面积
节点号=1位置:
C30fak(kPa)=250.0q=2.50mPt=30.0kPafy=360MPa
宽度修正系数=2.00深度修正系数=3.00
LoadMx'
(kN*m)My'
(kN*m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)
40.000.001500.46369.72369.72370.0021012101
柱下独立基础冲切计算:
at(mm)load方向p_(kPa)冲切力(kN)抗力(kN)H(mm)
600.7X+297.365.1373.5430.
600.7X-297.365.1373.5430.
600.7Y+297.365.1373.5430.
600.7Y-297.365.1373.5430.
700.7X+297.356.9368.6400.
700.7X-297.356.9368.6400.
700.7Y+297.356.9368.6400.
700.7Y-297.356.9368.6400.
基础底面长、宽大于柱截面长、宽加两倍基础有效高度!
不用进行受剪承载力计算
基础各阶尺寸:
NoSBH
126002600400
2700700200
柱下独立基础底板配筋计算:
LoadM1(kN*m)AGx(mm*mm)LoadM2(kN*m)AGy(mm*mm)
7263.92395.97263.92395.9
x实配:
B12@100(0.21%)y实配:
B12@100(0.21%)
节点号=2位置:
40.000.002057.64368.30368.30370.0024662466
600.7X+403.454.4473.9500.
600.7X-403.454.4473.9500.
600.7Y+403.454.4473.9500.
600.7Y-403.454.4473.9500.
700.7X+403.448.3456.5460.
700.7X-403.448.3456.5460.
700.7Y+403.448.3456.5460.
700.7Y-403.448.3456.5460.
126002600500
2700700100
7357.72508.97357.72508.9
B12@100(0.20%)y实配:
B12@100(0.20%)
节点号=4位置:
40.000.002710.16369.72369.72370.0028242824
600.7X+322.638.0651.6610.
600.7X-322.638.0651.6610.
600.7Y+322.638.0651.6610.
600.7Y-322.638.0651.6610.
700.7X+322.632.4636.3570.
700.7X-322.632.4636.3570.
700.7Y+322.632.4636.3570.
700.7Y-322.632.4636.3570.
133003300600
7661.63781.17661.63781.1
B14@100(0.21%)y实配:
B14@100(0.21%)
节点号=5位置:
40.000.003564.41376.95376.95378.2132053205
600.7X+422.775.8796.0690.
600.7X-422.775.8796.0690.
600.7Y+422.775.8796.0690.
600.7Y-422.775.8796.0690.
700.7X+422.767.9782.4650.
700.7X-422.767.9782.4650.
700.7Y+422.767.9782.4650.
700.7Y-422.767.9782.4650.
133003300650
2700700150
7867.54538.07867.54538.0
C14@100(0.21%)y实配:
C14@100(0.21%)
节点号=6位置:
427.790.003735.42373.35365.09370.2430053663
600.7X+390.963.7975.3570.
600.7X-390.963.7975.3570.
1350.7Y+387.666.7686.5630.
1350.7Y-395.680.1686.5630.
700.7X+390.958.9978.0540.
700.7X-390.958.9978.0540.
1500.7Y+387.642.6653.9580.
1500.7Y-395.648.4671.6590.
132003900600
2700150050
7865.64947.77826.64251.9
B16@100(0.32%)y实配:
B16@100(0.32%)
节点号=8位置:
40.000.002458.66368.52368.52370.0026942694
600.7X+293.595.9600.7580.
600.7X-293.595.9600.7580.
600.7Y+293.595.9600.7580.
600.7Y-293.595.9600.7580.
700.7X+293.586.0601.8550.
700.7X-293.586.0601.8550.
700.7Y+293.586.0601.8550.
700.7Y-293.586.0601.8550.
133003300550
2700700250
7602.53794.87602.53794.8
B14@100(0.22%)y实配:
B14@100(0.22%)
节点号=9位置:
40.000.001902.61369.78369.78370.0023662366
600.7X+372.430.9444.2480.
600.7X-372.430.9444.2480.
600.7Y+372.430.9444.2480.
600.7Y-372.430.9444.2480.
700.7X+372.425.4426.4440.
700.7X-372.425.4426.4440.
700.7Y+372.425.4426.4440.
700.7Y-372.425.4426.4440.
126002600450
7330.52615.37330.52615.3
节点号=10位置:
40.000.001433.39367.69367.69370.0020602060
600.7X+284.352.7360.0420.
600.7X-284.352.7360.0420.
600.7Y+284.352.7360.0420.
600.7Y-284.352.7360.0420.
700.7X+284.345.0354.7390.
700.7X-284.345.0354.7390.
700.7Y+284.345.0354.7390.
700.7Y-284.345.0354.7390.
7252.22289.57252.22289.5
节点号=29位置:
40.000.001834.55369.55369.55370.0023242324
600.7X+358.419.8429.7470.
600.7X-358.419.8429.7470.
600.7Y+358.419.8429.7470.
600.7Y-358.419.8429.7470.
700.7X+358.409.3426.4440.
700.7X-358.409.3426.4440.
700.7Y+358.409.3426.4440.
700.7Y-358.409.3426.4440.
7318.02516.37318.02516.3
节点号=30位置:
40.000.002496.28369.77369.77370.0027102710
600.7X+300.605.6617.5590.
600.7X-300.605.6617.5590.
600.7Y+300.605.6617.5590.
600.7Y-300.605.6617.5590.
700.7X+300.600.6601.8550.
700.7X-300.600.6601.8550.
700.7Y+300.600.6601.8550.
700.7Y-30
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