- 上一篇：苏州市某办公楼空调工程设计
- 下一篇：大型地基安全施工组织设计+文献综述
B6 1.95 2.5 0.760 (0.0291+0.2×0.0133) ×7.102×1.952+(0.0608+0.2×0.0320) ×1.75×1.952=1.305 (0.0133+0.2×0.0291) ×7.102×1.952+(0.0320+0.2×0.0608) ×1.75×1.952=0.810 -0.0694×8.852×1.952=-2.336 -2.336 -0.0564×8.852×1.952=-1.898 -1.898
B7 1.7 2.5 0.680 (0.0331+0.2×0.0106) ×5.732×1.72+(0.0710+0.2×0.0286) ×1.4×1.72=0.894 (0.0106+0.2×0.0331) ×5.732×1.72+(0.0286+0.2×0.0710) ×1.4×1.72=0.458 -0.0747×7.132×1.72=-1.540 -1.540 -0.0570×7.132×1.72=-1.175 -1.175
B8 1.95 2.5 0.780 (0.0281+0.2×0.0138) ×5.732×1.952+(0.0585+0.2×0.0327) ×1.4×1.952=1.019 (0.0138+0.2×0.0281) ×5.732×1.952+(0.0327+0.2×0.0585) ×1.4×1.952=0.660 -0.0679×7.132×1.952=-1.841 -1.841 -0.0561×5.732×1.952=-1.223 -1.223
B13 3.3 4.6 0.717 (0.0414+0.2×0.0178) ×6.782×3.32+(0.0662+0.2×0.0303) ×2.45×3.32=5.180 (0.0178+0.2×0.0414) ×6.782×3.32+(0.0303+0.2×0.0662) ×2.45×3.32=1.173 -0.0969×9.232×3.32=-9.742 0 -0.0767×9.232×3.32=-7.711 0
B14 2.5 4.6 0.543 (0.0399+0.2×0.0040) ×6.782×2.52+(0.0902+0.2×0.0205) ×2.45×2.52=3.169 (0.0040+0.2×0.0399) ×6.782×2.52+(0.0205+0.2×0.0902) ×2.45×2.52=1.098 -0.0828×9.232×2.52=-4.778 -4.778 -0.0570×9.232×2.52=-3.289 0
表4.6 二层楼板配筋计算表（跨中截面）
跨中截面 h0
(mm) m
(kN•m) As
(mm2) 配筋 实有As
(mm2)
B1 方向
80 5.656 248.1 10@200 393
方向
70 3.385 169.7 10@200 393
B2 方向
80 4.897 214.8 10@200 393
方向
70 2.538 127.2 10@200 393
B3 方向
80 5.227 229.3 10@200 393
方向
70 2.987 149.7 10@200 393
B4 方向
80 12.172 533.9 10@140 561
方向
70 4.223 211.7 10@200 393
B5 方向
80 0.930 40.8 10@200 393
方向
70 0.434 21.8 10@200 393