( b) When considering the bars in slab participate in beams against negative flexure, four or six times slab-thickness on each side of web can be defined as the effective flange width of slab by intermediate or rare earthquake actions.

  • 当考虑板筋对梁端负弯矩承载力的提高作用时,可在设防烈度地震和罕遇地震作用下分别取每一梁侧四倍、六倍板厚范围作为板的有效宽度。

  • 互联网摘选 2025-01-20 11:52:28

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