不均匀配筋时,压区拉区纵筋纵筋比值K的取值 V 3%Krn1'
https://bbs.yantuchina.com/read.php?tid=119886 &F9OZMK=
https://bbs.yantuchina.com/read.php?tid=115523 W|~q<},j
护坡桩配筋详表(含不对称配筋的若干种) XuA0.b%
https://bbs.yantuchina.com/read.php?tid=103378 XZ;*>(
https://bbs.yantuchina.com/read.php?tid=103011
]&/0
内支撑连系梁配筋的计算方法: EqYz,%I%
(1)按照梁的构造配筋即可; |#!eMJ&0
(2)由于连系梁的自重及施工荷载,按照受弯构件考虑? $kM'
希望高手回答一下,那种计算方法正确? /S/tE
https://bbs.yantuchina.com/read.php?tid=100437