20厚板底抹灰·····························0.02×17=0.34 kN/m2
合计······································3.94 kN/m2
4.1.5楼梯踏步板荷载
水磨石地面·····················(0.3+0.15)×0.65/0.3=0.98 kN/m2
三角形踏步························0.5×0.3×0.15×25×1/0.3=1.88 kN/m2
120厚钢筋混凝土楼板··············0.17×25×1/0.894=4.75 kN/m2
20厚板底抹灰·····················0.02×17×1/0.894=0.38 kN/m2
合计······························8.0 kN/m2
4.2梁间线荷载计算
楼层填充墙采用蒸压粉煤灰加气混凝土砌块,容重为5.5kN/m2。
纵向梁间线荷载(4.2-0.8)×0.2×5.5+0.02×2×(4.2-0.8)×17=6.05 kN/m
横向梁间线荷载(4.2-0.65)×0.2×5.5+0.02×2×(4.2-0.65)×17=6.32 kN/m
女儿墙线荷载 1×0.2×25+1×0.02×2×17=5.68 kN/m
5.结构电算
5.1结构设计信息
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| 公司名称: |
| |
| 建筑结构的总信息 |
| SATWE2010_V2.2 中文版 |
| (2014年9月23日9时52分) |
| 文件名: WMASS.OUT |
| |