JZ002_[学士]洛阳市西城区办公楼建筑结构设计_X_L
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上传时间:2019-12-06
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- 关 键 词:
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学士
JZ002_
洛阳市
西城区
办公楼
建筑
结构设计
_X_L
- 资源描述:
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JZ002_[学士]洛阳市西城区办公楼建筑结构设计_X_L,学士,JZ002_,洛阳市,西城区,办公楼,建筑,结构设计,_X_L
- 内容简介:
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框架柱内力组合最不利内力组合层次杆件截面内力种类最不利内力组合MmaxMMNNmaxNmin1B1B0上端M179.74179.7427.55N2333.322333.322117.18下端M376.64376.6411.57N2392.282392.282185.52VC1C0上端M191.4320.820.73N2162.522460.722395.63下端M414.8910.3910.36N2221.52527.072454.59VD1D0上端M20.8191.4320.73N2460.732162.532395.63下端M414.8910.3910.36N2221.52527.072354.59VE1E0上端M179.74179.7427.55N2333.322333.322117.18下端M376.64376.6411.57N2392.282392.282183.52V层次杆件截面内力种类最不利内力组合MmaxMMNNmaxNmin3C3C2上端M215.37215.37156.53N1633.461633.461023.66下端M181.33181.3335.59N1680.121680.121521.48VD3D2上端M258.4931.69205.66N1605.261841.581518.53下端M216.5932.17163.17N1651.921894.061565.18VE3E2上端M258.4931.69205.66N1605.261841.581518.53下端M216.5932.17163.17N1651.921894.061565.18VF3F2上端M215.37215.3735.7N1633.471633.471474.82下端M181.33181.33122.95N1680.131680.131070.32V层次杆件截面内力种类最不利内力组合MmaxMMNNmaxNmin3C3C2上端M215.37215.37156.53N1633.461633.461023.66下端M181.33181.3335.59N1680.121680.121521.48VD3D2上端M258.4931.69205.66N1605.261841.581518.53下端M216.5932.17163.17N1651.921894.061565.18VE3E2上端M258.4931.69205.66N1605.261841.581518.53下端M216.5932.17163.17N1651.921894.061565.18VF3F2上端M215.37215.3735.7N1633.471633.471474.82下端M181.33181.33122.95N1680.131680.131070.32V层次杆件截面内力种类最不利内力组合MmaxMMNNmaxNmin4B4C3上端M189.27189.2735.7N1261.041261.041140.87下端M160.27160.27101.36N1307.691307.69901.36VC4D3上端M225.9225.931.59N1254.581254.581402.98下端M189.6331.69136.8N1301.241500.911248.64VE4E3上端M225.9225.931.59N1254.581254.581402.97下端M189.6331.64136.8N1301.241500.911248.64VF4F3上端M189.27189.2735.49N1261.061261.061234.73下端M160.2160.2101.36N1307.71307.7901.37V层次杆件截面内力种类最不利内力组合MmaxMMNNmaxNmin层次杆件截面内力种类5C5C4上端M166.5935.49107.76N909.63919.04664.74下端M120.87120.8762.03N956.29956.29711.39VD5D4上端M197.5931.69144.75N907.421055.26881.92下端M140.5331.6587.7N954.081107.75928.57VE5E4上端M197.5931.69144.75N907.421055.26881.91下端M140.5331.6987.7N954.081107.75928.57VF5F4上端M166.5935.49107.76N909.63919.04664.74下端M111.4420.1111.44N711.39971.53711.39V层次杆件截面内力种类最不利内力组合MmaxMMNNmaxNmin6C6C5上端M122.6728.9729.5N577.79603.36575下端M82.6335.4923.79N624.45655.85501.86VD6D5上端M146.08146.08100.64N571.33571.33550.76下端M92.8431.6940N617.71714.27597.14VE6E5上端M146.0827.53100.64N571.33662.09550.76下端M92.8431.6940N617.71714.27597.14VF6F5上端M122.6728.9775.01N577.79603.36455.2下端M82.6335.4923.79N624.45655.85501.86V层次杆件截面内力种类最不利内力组合MmaxMMNNmaxNmin7B7B6上端M132.1478.460.11N266.76287.68224.85下端M64.3445.9912.5N313.42340.17271.51VC7C6上端M138.969.16138.9N231.19268.95231.19下端M68.4840.720.42N277.84321.44270.36VD7D6上端M138.969.1621.88N231.1
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