层号支座弯矩弯矩名称M恒M活ME1.2M恒＋1.4M活（KN.m）（KN.m）（KN.m）（KN.m）6层MABMBAMBCMCBi层号弯矩跨中弯矩跨间最大弯矩梁跨满布活载时跨中弯矩调整满布活载时跨间弯矩调整支座弯矩调幅名称AB-161.91-49.96162.1338.38204.1855.58AB178.3442.22224.6061.14-129.53-39.97170.7940.42217.0459.34-237.47-67.95-189.98-54.36BC-113.57-23.5568.5525.6364.3533.66BC75.4128.1970.7937.03-90.86-18.8489.8629.8285.2438.6630.96-7.2524.77-5.80AB270.98-111.85162.3739.14205.1255.76AB178.6143.05225.6361.34216.78-89.48116.4640.60163.4958.88-350.47-136.41-280.38-109.13BC-127.62-47.566.9325.5663.3533.42BC73.6228.1269.6936.76-102.10-38.0080.4730.6376.5339.27-59.17-22.38-47.34-17.90AB-255.97-111.83160.7138.87203.8255.53AB176.7842.76224.2061.08-204.78-89.46169.1440.03216.5658.36-332.42-139.11-265.94-111.29BC-118.32-47.6767.6925.5865.0533.72BC74.4628.1471.5637.09-94.66-38.1482.2135.1579.3044.11-40.826922.48-32.6617.98AB-192.49-100.03170.3539.85209.0555.8AB187.3943.84229.9661.38-153.99-80.02237.7439.64280.3157.18311.06-142248.85-113.60BC-245.73-60.6564.9225.5457.5433.214BC71.4128.0963.2936.54-196.58-48.5292.2332.6484.1141.08-37.53-15.16-30.02-12.13表14调幅后的框架梁上的弯矩值支座弯矩调幅对跨中弯矩调整支座弯矩调幅对跨间弯矩调整M恒M活M恒M活M恒M活M＇恒=1.1M恒M＇活=1.1M活M＇恒=1.1M恒M＇活=1.1M活M＇恒=0.8M恒M＇活=0.8M活M＇恒M＇活M＇恒M＇活（KN.m）（KN.m）（KN.m）（KN.m）（KN.m）（KN.m）（KN.m）（KN.m）（KN.m）（KN.m）（KN.m）（KN.m）（KN.m）（KN.m）（KN.m）（KN.m）4层MABMBAMBCMCB3层MABMBAMBCMCB2层MABMBAMBCMCB1层MABMBAMBCMCB
