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staad pro 配筋 0

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1 reply

Latest over 1 year ago
by xingmin.li
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RCDC程序在梁的抗剪延性设计时如何识别恒载和活载 - End shear in beam - Ductile Shear - IS 13920 0

562 views

6 replies

Latest over 1 year ago
by wenyong Yang
Answered

模型有误，请求帮忙看看 0

333 views

3 replies

Latest over 1 year ago
by 张炜
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**ERROR- The SURFACE object has been deprecated and no longer supported in this version of STAAD.Pro. It is recommended to use the more comprehensive PARAMETRIC MODEL object. 0

376 views

1 reply

Latest over 1 year ago
by xingmin.li
Not Answered

staad_pro如何导入其他计算软件的模型！！ 0

282 views

2 replies

Latest over 1 year ago
by xingmin.li
Answered

设计构件的时候，提示复核剪切的间距，这个怎么解决 0

211 views

1 reply

Latest over 1 year ago
by xingmin.li
Answered

concrete take 为什么会是0呢 0

312 views

1 reply

Latest over 1 year ago
by xingmin.li
Answered

请问，为什么这些配筋计算出来都是0 0

274 views

1 reply

Latest over 1 year ago
by xingmin.li
Answered

请问模型的报警信息266号荷载是什么，为什么会分配成板荷载，问题有点多，麻烦帮我看一下，谢谢 0

319 views

2 replies

Latest over 1 year ago
by 睿泽马
Not Answered

SFA中桩承台布置好，计算完成后，计算书还在也能看到，但是布置的桩都不见了是什么原因？如何恢复？我附上了计算模型，麻烦看一下 0

398 views

4 replies

Latest over 1 year ago
by kh
Answered

SFA,examples Indian Code "is-general-pilecap-foundation-1.sfa" 0

448 views

3 replies

Latest over 1 year ago
by xingmin.li
Suggested Answer

独立基础地基承载力设置 0

400 views

3 replies

Latest over 1 year ago
by xingmin.li
Suggested Answer

梁配筋箍筋间距无法按照设置的布置 0

321 views

1 reply

Latest over 1 year ago
by xingmin.li
Not Answered

SFA计算书中出现莫名出现ASCE规范 0

214 views

2 replies

Latest over 1 year ago
by kh
Not Answered

SFA导入spreadsheet后，spreadsheet中荷载组合表格中最后一列组合系数均丢失了，是什么原因？ 0

275 views

3 replies

Latest over 1 year ago
by kh