G101平法钢筋计算总结大全.pdf

G101平法钢筋计算总结大全···························3·

1、梁··························································3·

1.1、抗震楼层框架梁（KL）······································3

1.2．非抗震楼层框架梁·············································7

1.3、抗震屋面框架梁WKL········································8

1.4、非抗震屋面框架梁··········································10·

1.5、抗震框支梁···················································11·

1.6、非框架梁及井字梁（L，JZL）··························11·

1.7、悬挑梁总结···················································12·

1.8、基础主梁与基础次梁总结·································12·

1.9、基础类梁钢筋计算总结····································14·

2、第二节柱构件钢筋计算总结大全···············15·

2.1.柱插筋基础内长度。··········································15·

2.2、地下框架柱钢筋·············································18·

2.3、中间层框架柱的钢筋·······································18·

1/1

2.4、顶层框架柱钢筋·············································19·

3、第三节，板构件钢筋计算··························19·

3.1、板底钢筋计算················································19·

3.2、板顶钢筋计算················································20·

3.3、板支座负筋的计算··········································20·

4、第四节、墙构件钢筋计算··························21·

4.1、墙身水平筋计算·············································21·

4.2、墙身竖向钢筋计算··········································22·

4.3、墙柱钢筋计算················································23·

4.4、墙梁钢筋计算················································24·

G101平法钢筋计算总结大全

1、梁

1.1、抗震楼层框架梁（KL）

1.1.1、上部通长筋

1.1.1.1、端支座直锚MAX（0.5Hc+5b，Lae）。

1.1.1.2、端支座弯锚MAX（0.5Hc+5b，0.4Lae）+15d。

1.1.1.3、中间支座变截面—梁顶有高差且C/Hc》1/6时，

高标高钢筋弯锚MAX（0.5Hc+5b，0.4Lae）+15d。

1.1.1.4中间支座变截面—梁顶有高差且C/Hc》1/6时，低

标高钢筋直锚Lae。

1.1.1.5中间支座变截面—梁顶有高差且C/Hc《=1/6时，上

部钢筋斜弯通过不断开。

1.1.1.6中间支座变截面—梁宽度不同时，宽出的不断直通

钢筋弯锚MAX（0.5Hc+5b，0.4Lae）+15d。

1.1.1.7悬挑端，跨内外无高差，上部通长筋伸至悬挑远端，

下弯至梁底后回弯5d。

1.1.1.8悬挑端，悬挑梁比跨内