请教：用pkpm sts进行门钢车间三维建模中，进行标准榀钢架设计的时候，网格-->梁柱布置-->荷载输入-->参数定义 之后，是否进行计算？还是等三维模型建好之后计算，如何计算！本人刚刚学习钢结构，又无人指导，请各位高手帮忙，急，谢谢！
请教：用pkpm sts进行门钢车间三维建模中，进行标准榀钢架设计的时候，网格-->梁柱布置-->荷载输入-->参数定义 之后，是否进行计算？
还是等三维模型建好之后计算，如何计算！
本人刚刚学习钢结构，又无人指导，请各位高手帮忙，急，谢谢！
2楼
顶一下
dddddddddddd
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3楼
先计算，然后整体再分析
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4楼
你可以在平面中先算好，在进行3维设计
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5楼
自己看好荷载的划分范围，比如6米柱距，中间门架范围为6m，再核对自己输入的屋面恒活荷载。然后计算看应力位移等。全修改好后进入三维整体
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6楼
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7楼
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8楼
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9楼
这边赚取积分，那边下资料
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10楼
这边赚取积分，那边下资料
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11楼
它那个三维设计对刚架的计算也是二维计算，和二维设计没本质区别，只是将布置纵向构件的一些操作给集成进去了。不用三维设计，纵向布置操作都是在cad里自己手画的。呵呵
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