梁节点计算

截面规格面积

HM600X300X14X2322240

HM500X300X11X1816440

HM450X300X11X1815740

HM400X300X10X1613670

HM350X250X9X1410150

HM300X200X8X127303

HN250X125X6X93787

HN200X100X5.5X82757

查表（承压or摩擦）

螺栓个数螺栓d级别受剪面单螺栓抗剪

HN200X100X5.5X82M202208.8161.2

HN250X125X6X93M203208.8161.2

HM300X200X8X123M203208.8161.2

HM350X250X9X144M204208.8161.2

HM400X300X10X164M204208.8161.2

HM450X300X11X185M205208.8161.2

HM500X300X11X186M206208.8161.2

HM600X300X14X237M207208.8161.2

抗剪计算用有效面积

抗剪计算用有效面积

抗剪计算用毛截面积

摩擦）需填表(轴加剪)

节点抗剪强度等强比应力比梁实际剪力节点板厚腹板厚梁高梁剪力1030.5220.619646 5.5200198

1690.6270.68611686250270

1840.4250.861158108300432

2450.4320.935229109350567

2450.3400.6371561010400720

3060.3430.5261611211450891

3670.3710.6592421211500990

4280.2830.97641812146001512

12428.4789.6