横梁正截面配筋计算8-4

表8-4框架梁正截面配筋计算,,,,,,

层号,计算公式,截面,,,,

,,梁CD,,,梁DE,

,,B右,跨中,C左,C右,跨中

6层,M/(kN·m),-136.55,107.60,-120.80,-88.76,-36.96

,,0.086,0.068,0.077,0.115,0.048

,,0.091,0.071,0.080,0.122,0.049

,,716.94,559.10,630.64,677.78,271.61

,,525.00,420.00,525.00,375.00,300.00

,,3Φ18(763),3Φ16(603),3Φ18(763),3Φ18(763),3Φ18(763)

5层,M/(kN·m),-232.51,92.56,-195.80,-144.22,-21.46

,,0.147,0.059,0.124,0.187,0.028

,,0.160,0.060,0.133,0.209,0.028

,,1266.87,478.42,1051.28,1154.21,156.04

,,525.00,420.00,525.00,375.00,300.00

,,2Φ22+2Φ18(1269),3Φ16(603),2Φ22+2Φ18(1269),2Φ22+2Φ18(1269),2Φ22+2Φ18(1269)

4层,M/(kN·m),-297.93,84.47,-264.27,-182.34,-17.47

,,0.189,0.054,0.167,0.236,0.023

,,0.21,0.06,0.18,0.27,0.02

,,1669.49,435.39,1459.19,1514.30,126.68

,,525.00,420.00,525.00,375.00,300.00

,,2Φ25+2Φ20(1610),3Φ16(603),2Φ25+2Φ20(1610),2Φ25+2Φ20(1610),2Φ25+2Φ20(1610)

续表8-4框架梁正截面配筋计算,,,,,,

层号,计算公式,截面,,,,

,,梁CD,,,梁DE,

,,B右,跨中,C左,C右,跨中

3层,M/(kN·m),-369.41,100.54,-298.27,-212.90,-17.47

,,0.23,0.06,0.19,0.28,0.02

,,0.27,0.07,0.21,0.33,0.02

,,2141.42,521.12,1671.65,1828.16,126.68

,,525.00,420.00,525.00,375.00,300.00

,,4Φ22+2Φ20(2149),3Φ18(763),6Φ20(1885),6Φ20(1885),6Φ20(1885)

2层,M/(kN·m),-448.24,95.90,-337.28,-238.72,-18.18

,,0.28,0.06,0.21,0.31,0.02

,,0.34,0.06,0.24,0.38,0.02

,,2711.28,496.26,1924.68,2115.73,131.89

,,525.00,420.00,525.00,375.00,300.00

,,4Φ25+2Φ22(2723),3Φ18(763),4Φ22+2Φ20(2149),4Φ22+2Φ20(2149),4Φ22+2Φ20(2149)

1层,M/(kN·m),-455.78,119.66,-365.12,-262.74,-15.17

,,0.29,0.08,0.23,0.34,0.02

,,0.35,0.08,0.27,0.43,0.02

,,2769.09,624.44,2112.01,2406.91,109.84

,,525.00,420.00,525.00,375.00,300.00

,,4Φ25+2Φ22(2723),3Φ18(763),2Φ25+4Φ22(2503),2Φ25+4Φ22(2503),2Φ25+4Φ22(2503)

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