请赐教,问题如下:staad 在组合梁设计时如何计设计在柱位附近负弯矩区域?如何设计在楼承板上配筋?在使用组合梁设计时,分析后几个warning, | WARNING: THE BEAM IS SUBJECT TO POSITIVE MOMENTS WHICH HAVE NOT BEEN DESIGNED FOR. |
staad 在组合梁设计时如何计设计在柱位附近负弯矩区域?如何设计在楼承板上配筋?
在使用组合梁设计时,分析后几个warning,
| WARNING: THE BEAM IS SUBJECT TO POSITIVE MOMENTS WHICH HAVE NOT BEEN DESIGNED FOR. |