單項選擇題 【2013年真題】某現(xiàn)澆鋼筋混凝土框架結(jié)構(gòu),抗震等級為一級,梁局部平面圖如圖23所示。梁L1截面300×500(h
![YmkuI22fB7.png YmkuI22fB7.png](/jiegou/Files/2017-6/1/148109457.png)
=440mm),混凝土強度等級C30(f
![dKguwicQyH.png dKguwicQyH.png](/jiegou/Files/2017-6/1/148102816.png)
=14.3N/mm
![V3KNktqSTZ.png V3KNktqSTZ.png](/jiegou/Files/2017-6/1/148109288.png)
),縱筋采用HRB400(
![WCDI8A33hi.png WCDI8A33hi.png](/jiegou/Files/2017-6/1/148104603.png)
)(f
![rvkDN6y6Ow.png rvkDN6y6Ow.png](/jiegou/Files/2017-6/1/148101335.png)
=360N/mm
![V3KNktqSTZ.png V3KNktqSTZ.png](/jiegou/Files/2017-6/1/148109288.png)
),箍筋采用HRB335(
![ulIP1BObY8.png ulIP1BObY8.png](/jiegou/Files/2017-6/1/148106851.png)
)。關(guān)于梁L1兩端截面A、C梁頂配筋及跨中截面B梁底配筋(通長,伸入兩端梁、柱內(nèi),且滿足錨固要求),有以下4組配置。試問,哪一組配置與規(guī)范、規(guī)程的最低構(gòu)造要求最為接近?提示:不必驗算梁抗彎、抗剪承載力。
![J3uqQFrEWE.png J3uqQFrEWE.png](/jiegou/Files/2017-6/1/148104661.png)
A.![LxyjLbRfdQ.png LxyjLbRfdQ.png](/jiegou/Files/2017-6/1/148115420.png)
B.![CVetzmiXUU.png CVetzmiXUU.png](/jiegou/Files/2017-6/1/148119952.png)
C.![69ZJK2eTR2.png 69ZJK2eTR2.png](/jiegou/Files/2017-6/1/148117804.png)
D.![4XgTRL1A4I.png 4XgTRL1A4I.png](/jiegou/Files/2017-6/1/148124276.png)