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承台拉梁的刚度远小于承台，且一般对单面配筋的承台，拉梁上部钢筋要贯通柱，所以按简支梁计算是不符合实际情况的，实际基本接近两端固接的情况。拉梁宜考虑1/10较大柱轴力和拉梁上荷载组合按拉弯构件计算。 https://dribbble.com/xiayu0https://dribbble.com/lizhi2020https://dribbble.com/lizhibghttps://dribbble.com/kunmingshttps://dribbble.com/suzhoushihttps://dribbble.com/xianshihttps://dribbble.com/huizhoukfphttps://kfpsh.edublogs.org/https://hefkfp.edublogs.org/http://www.wanxiangshu.com/qykx/qitazixun/2020/1208/100985.htmlhttp://www.wanxiangshu.com/qykx/qitazixun/2020/1208/100986.htmlhttp://www.wanxiangshu.com/qykx/qitazixun/2020/1208/100987.htmlhttp://www.wanxiangshu.com/qykx/qitazixun/2020/1208/100988.htmlhttp://www.wanxiangshu.com/qykx/qitazixun/2020/1208/100989.htmlhttp://www.wanxiangshu.com/qykx/qitazixun/2020/1208/100990.html
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全部回答（10 ）
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elvameme
桩基规范 条文解释4.2.6 第4条有说明
2011-08-09 09:53:09
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qq_1479225900594
2020-12-09 11:50:09
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qq_1479266612278
挺详细的，分析的很好，受益匪浅
2017-03-27 23:22:27
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qq_1440032439980
按受弯计算后，再按受拉复核
2017-01-05 20:08:05
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co1483617023485
这个概念还是太模糊了
2017-01-05 19:52:05
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点击查看全部回答（10条）承台拉梁的刚度远小于承台，且一般对单面配筋的承台，拉梁上部钢筋要贯通柱，所以按简支梁计算是不符合实际情况的，实际基本接近两端固接的情况。拉梁宜考虑1/10较大柱轴力和拉梁上荷载组合按拉弯构件计算。
https://dribbble.com/xiayu0
https://dribbble.com/lizhi2020
https://dribbble.com/lizhibg
https://dribbble.com/kunmings
https://dribbble.com/suzhoushi
https://dribbble.com/xianshi
https://dribbble.com/huizhoukfp
https://kfpsh.edublogs.org/
https://hefkfp.edublogs.org/
http://www.wanxiangshu.com/qykx/qitazixun/2020/1208/100985.html
http://www.wanxiangshu.com/qykx/qitazixun/2020/1208/100986.html
http://www.wanxiangshu.com/qykx/qitazixun/2020/1208/100987.html
http://www.wanxiangshu.com/qykx/qitazixun/2020/1208/100988.html
http://www.wanxiangshu.com/qykx/qitazixun/2020/1208/100989.html
http://www.wanxiangshu.com/qykx/qitazixun/2020/1208/100990.html
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