梁柱内力组合及配筋 (version 2)

上下左震 6.3-67.53-333.62-70.0470.04右震 6.3256.76463.35125.73-125.73左震 3.2-41.18-41.73-28.5028.50右震 3.2180.84180.18124.10-124.10左震 3.2-16.11-15.02-10.7010.70右震 3.2186.07168.28121.81-121.81左震 3.225.1532.2319.72-19.72右震 3.2192.08165.41122.89-122.89左震 3.2104.299.0969.88-69.88右震 3.2225.6173.93137.34-137.34左震 6.3-246.47-460.89-123.51123.51右震 6.3184.35348.393.00-93.00左震 3.2-188.33-196.82-132.40132.40右震 3.2130.73109.9782.74-82.74左震 3.2-196.91-153.22-120.36120.36右震 3.280.56105.3463.90-63.90左震 3.2-196.05-126.61-110.91110.91右震 3.216.9366.2128.58-28.58左震 3.2-155.74-102.73-88.8588.85右震 3.2-21.08-4.64-8.848.84

M c b (KN.m)C 3C 4C 4C 5A 4A 5C 0C 1C 1C 2C 2C 3V=ηvc (M c b +M c t )/H

n (KN)

A 0A 1A 1A 2A 2A 3A 3A 4柱端剪力设计值调整计算表（附表6）

杆件组合H n (m)M c t (KN.m)