框架柱斜截面配筋计算

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/kN2392 2129 1680 1308 910 624 313 V/kN114.35 126.01 118.01 97.06 77.50 55.13 50.00 Hn (m)3.95333333λ=Hn/(2h0)3.53 2.68 2.68 2.68 2.68 2.68 2.68 λ(>3 时取 3)3.00 2.68 2.68 2.68 2.68 2.68 2.68 1029.61029.61029.61029.61029.61029.61029.6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)2392 2129 1680 1308 910 624 313 ASV/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/kN2222 2025 1633 1261 956 578 278 V/kN92.69 106.67 99.36 81.84 65.55 47.45 42.92 Hn (m)3.95333333λ=Hn/(2h0)3.53 2.68 2.68 2.68 2.68 2.68 2.68 λ(>3 时取 3)3.00 2.68 2.68 2.68 2.68 2.68 2.68 1029.61029.61029.61029.61029.61029.61029.6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)2222 2025 1633 1261 956 578 278 ASV/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/kN2392 2129 1680 1308 910 624 313 V/kN114.35 126.01 118.01 97.06 77.50 55.13 50.00 Hn (m)3.95333333λ=Hn/(2h0)3.53 2.68 2.68 2.68 2.68 2.68 2.68 λ(>3 时取 3)3.00 2.68 2.68 2.68 2.68 2.68 2.68 1029.61029.61029.61029.61029.61029.61029.6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)2392 2129 1680 1308 910 624 313 ASV/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