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框架柱斜截面配筋计算.doc

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框架柱斜截面配筋计算层数B轴框架柱斜截面配筋计算一层二层三层四层五层六层七层N/kN2392212916801308910624313V/kN114.35126.01118.0197.0677.5055.1350.00Hn(m)3.95333333λ=Hn/(2h0)3.532.682.682.682.682.682.68λ(>3时取3)3.002.682.682.682.682.682.681029.61029.61029.61029.61029.61029.61029.6截面是否满足满足满足满足满足满足满足满足0.3fcbh(KN)1544.41544.41544.41544.41544.41544.41544.4N/kN(实取值)2392212916801308910624313ASV/s(mm)-1.311-1.108-0.893-0.846-0.770-0.792-0.640构造构造构造构造构造构造构造实配箍筋加密区4φ8@1004φ8@1004φ8@1004φ8@1004φ8@1004φ8@1004φ8@100非加密区4φ8@1504φ8@150HYPERLINK"mailto:4φ8@150"4φ8@150HYPERLINK"mailto:4φ8@150"4φ8@1504φ8@1504φ8@1504φ8@150层数C轴框架柱斜截面配筋计算一层二层三层四层五层六层七层N/kN2222200416331261956578278V/kN92.69106.6799.3681.8465.5547.4542.92Hn(m)3.95333333λ=Hn/(2h0)3.532.682.682.682.682.682.68λ(>3时取3)3.002.682.682.682.682.682.681029.61029.61029.61029.61029.61029.61029.6截面是否满足满足满足满足满足满足满足满足0.3fcbh(KN)1544.41544.41544.41544.41544.41544.41544.4N/kN(实取值)2222200416331261956578278ASV/s(mm)-1.400-1.204-1.034-0.956-0.909-0.833-0.682构造构造构造构造构造构造构造实配箍筋加密区4φ8@1004φ8@1004φ8@1004φ8@1004φ8@1004φ8@1004φ8@100非加密区4φ8@1504φ8@1504φ8@1504φ8@1504φ8@1504φ8@1504φ8@150层数D轴框架柱斜截面配筋计算一层二层三层四层五层六层六层N/kN2392212916801308910624313V/kN114.35126.01118.0197.0677.5055.1350.00Hn(m)3.95333333λ=Hn/(2h0)3.532.682.682.682.682.682.68λ(>3时取3)3.002.682.682.682.682.682.681029.61029.61029.61029.61029.61029.61029.6截面是否满足满足满足满足满足满足满足满足0.3fcbh(KN)1544.41544.41544.41544.41544.41544.41544.4N/kN(实取值)2392212916801308910624313ASV/s(mm)-1.311-1.108-0.893-0.846-0.770-0.792-0.640构造构造构造构造构造构造构造实配箍筋加密区4φ8@1004φ8@1004φ8@1004φ8@1004φ8@1004φ8@1004φ8@100非加密区4φ8@1504φ8@1504φ8@1504φ8@1504φ8@1504φ8@1504φ8@150