⒈ 剪跨比和轴压比验算框架柱各层剪跨比和轴压比计算结果如表 29 所示。由上表可见,各柱的剪跨比和轴压比均满足法律规范要求.柱号层次 bN12400865488.92361.07267.98111.362.55820.023 0.91140086514.376.2742.84267.982.05920.054 0.91040086514.336.1141.85361.072.99820.072 0.9940086514.371.8641.85488.922.98520.098 0.9A840086514.369.9141.85616.772.93120.125 0.9740086514.368.9441.85744.742.90420.150 0.9640086514.367.9541.85872.472.87720.176 0.9540086514.367.9541.851000.322.87720.2025 .9440086514.364.741.851128.172.78720.228 0.9340086514.362.0941.851256.022.71520.253 0.9240086514.364.6448.781383.872.53220.279 0.9140086514.357.4924.11511.432.75820.305 0.91260056514.347.5210.54107.417.98020.022 0.91160056514.346.221.79277.2845.70120.057 0.91060056514.334.291.79447.1633.90520.092 0.9960056514.345.281.79617.0544.77220.127 0.9860056514.345.281.79786.9344.77220.162 0.9D760056514.345.281.79956.6844.77220.197 0.9660056514.345.281.791126.5744.77220.232 0.9560056514.343.281.791296.4542.79420.267 0.9460056514.343.281.791466.3442.79420.302 0.9360056514.343.281.791623.2242.79420.334 0.9260056514.343.284.961792.8415.44420.369 0.9160056514.327.023.121961.9715.32820.404 0.91250086514.310.1932.8285.812.35920.013 0.91150086514.317.2126.99185.622.73720.030 0.91050086514.321.3925.05285.422.98720.046 0.9950086514.324.7325.05385.232.14120.062 0.9G850086514.328.0825.05485.042.29620.078 0.9750086514.329.7525.05584.852.37320.095 0.9650086514.331.4225.05684.652.45020.110 0.9550086514.331.4225.05784.462.45020.126 0.9450086514.336.9925.05884.272.70720.143 0.9350086514.341.4525.05984.072.91320.159 0.9250086514.354.6430.211083.882.09120.175 0.9150086514.374.2720.621182.994.16420.191
