木易框架梁斜截面配筋计算

表7-1-2 框架梁斜截面配筋计算 梁AB 层b (kN)7152.81114.6075484.77605.96256177.09132.8175484.77605.96255187.21140.4075484.77605.96254187.49140.6175484.77605.96253188.22141.165484.77605.96252214.8161.1484.77605.96251266.28199.71484.77605.9625V (kN) (kN) (kN)ASVV0.42ftbh0REbs1.25fyVh00.25cfcbh0REVb0.20cfcbh00.08634340.20912470.26030040.26171630.26540780.399820.6601487ASVV0.7ftbh0bs1.25fyVh0-0.1136760.05003290.11826720.12015510.12507710.30429330.65139822Ф10@1002Ф10@1002Ф10@1002Ф10@1002Ф10@1002Ф10@1002Ф10@1009001.572Ф10@1509001.579001.579001.579001.579001.579001.57 加密区实配箍筋 加密区长度（mm）ASV 实配的s非加密区实配箍筋SV0.282Ф10@1502Ф10@1502Ф10@1502Ф10@1502Ф10@1502Ф10@150 ft%fyVASV%bs0.348880.348880.348880.348880.348880.348880.348880.19066670.19066670.19066670.19066670.19066670.19066670.1906667梁BC 层 (kN)REVbVb759.5844.685484.77605.96256103.9577.9625484.77605.96255148.51111.3825484.77605.96254193.88145.41484.77605.96253225.3168.975484.77605.96252249.72187.29484.77605.96251255.87191.9025484.77605.9625 (kN) (kN)0.25cfcbh00.20cfcbh0 (kN)ASVV0.42ftbh0REbs1.25fyVh0-0.38511-0.1607360.059870.29402980.45291730.570660.60750ASVV0.7ftbh0bs1.25fyVh0-0.742281-0.443115-0.1426680.16323980.375080.53974210.58120862Ф10@1002Ф10@1002Ф10@1002Ф10@1002Ф10@1002Ф10@1002Ф10@1009001.579001.579001.579001.579001.579001.579001.57 加密区实配箍筋 加密区长度（mm）ASV 实配的s非加密区实配箍筋SVASV%bsft%fyV2Ф10@1502Ф10@1502Ф10@1502Ф10@1502Ф10@1502Ф10@1502Ф10@1500.348880.348880.348880.348880.348880.348880.34888 0.280.19066670.19066670.19066670.19066670.19066670.19066670.1906667