梁截面承载力及配筋计算表

次梁号截面位置支座

跨中支座跨中支座跨中支座跨中M(KN m)11.5923.6045.4722.7310.80 5.4024.3512.180.100

0.0080.1230.0080.0560.0060.1260.0100.9470.9960.9340.9960.9710.9970.9320.9950.1060.0080.1310.0080.0570.0060.1350.011504

27456326412963302142选配钢筋

2C 203C 142C 203C 142C 142C 142C 142C 14实配面积（mm*mm）

628

461

628

461

308

次梁号CL1CL2CL3CL4CL5CL6截面位置支座支座支座支座支座支座V/KN

58.9956.8323.9940.59115.7325.45(KN)257.4257.4185.9185.9257.4185.972.0772.0752.0552.0572.0752.05选用箍筋2A 82A 82A 82A 82A 82A 8箍筋面积

101101101101101101-

---453-实配箍筋间距200

200

次梁正截面承载力计算

次梁斜截面承载力计算CL1CL2

CL3CL4?

112s

ξα=--0.5(112)

s s γα=+-

p l M支M中v

124.58 4.847.1923.6058.992

223.68 4.845.4722.7356.832 317.77 2.710.80 5.4023.9895

422.55 3.624.3512.1840.59 535.07 6.6127.3063.65115.731

618.85 2.711.45 5.7325.4475 160400

6401600

360900

4001000

8802200

120300