某钢筋混凝土剪力墙结构高层建筑,连梁跨中截面下部纵筋截面面积As(mm2),与下列何项数值最为接近?
来源 :焚题库 2017-05-20
中共享题干题 某钢筋混凝土剪力墙结构高层建筑,抗震等级为二级,其中某剪力墙开洞后形成的连梁截面尺寸b
×h
=200mm×500mm,连梁净跨l
=2600mm,采用C30混凝土,纵筋采用HRB400级、箍筋采用HPB300级钢筋(
=270N/mm
)。当无地震作用组合时,连梁的跨中弯矩设计值M
=54.6kN·m。有地震作用组合时,连梁跨中弯矩设计值M
=57.8kN·m,连梁支座弯矩设计值,组合1:M
=110kN·m,
=-160kN·m;组合2:
=-210kN·m,
=75kN·m;重力荷载代表值产生的剪力设计值
=85kN,且梁上重力荷载为均布荷载。取a
=
=35mm。结构安全等级二级。
![GzB3Gpntis.png GzB3Gpntis.png](https://www.examw.com/jiegou/Files/2017-5/20/142521954.png)
![GzB3Gpntis.png GzB3Gpntis.png](https://www.examw.com/jiegou/Files/2017-5/20/142521954.png)
![mggxVaKMx6.png mggxVaKMx6.png](https://www.examw.com/jiegou/Files/2017-5/20/142526128.png)
![D0cFN3a6Ja.png D0cFN3a6Ja.png](https://www.examw.com/jiegou/Files/2017-5/20/142522523.png)
![IvuVPkdUiU.png IvuVPkdUiU.png](https://www.examw.com/jiegou/Files/2017-5/20/142522264.png)
![GzB3Gpntis.png GzB3Gpntis.png](https://www.examw.com/jiegou/Files/2017-5/20/142521954.png)
![GzB3Gpntis.png GzB3Gpntis.png](https://www.examw.com/jiegou/Files/2017-5/20/142521954.png)
![GzB3Gpntis.png GzB3Gpntis.png](https://www.examw.com/jiegou/Files/2017-5/20/142521954.png)
![LtXh5OINx8.png LtXh5OINx8.png](https://www.examw.com/jiegou/Files/2017-5/20/142529390.png)
![lu4qcyY7gf.png lu4qcyY7gf.png](https://www.examw.com/jiegou/Files/2017-5/20/142528978.png)
![LtXh5OINx8.png LtXh5OINx8.png](https://www.examw.com/jiegou/Files/2017-5/20/142529390.png)
![zZi0nUey0q.png zZi0nUey0q.png](https://www.examw.com/jiegou/Files/2017-5/20/142532381.png)
![gmRu7r9hka.png gmRu7r9hka.png](https://www.examw.com/jiegou/Files/2017-5/20/142532030.png)
![saHeLKONd4.png saHeLKONd4.png](https://www.examw.com/jiegou/Files/2017-5/20/142533318.png)
【不定项选择题】第 1 题连梁的上、下部纵向受力钢筋对称配置(A=
),试问,连梁跨中截面下部纵筋截面面积A
(mm
),与下列何项数值最为接近?
A.280
B.310
C.350
D.262
正确答案:C
【不定项选择题】第 2 题连梁梁端抗剪箍筋配置/s(mm
/mm),与下列何项数值最为接近?
A.1.05
B.1.15
C.1.02
D.1.01
正确答案:C