A.應(yīng)按雙向偏心受力構(gòu)件進(jìn)行正截面承載力計(jì)算,一、二級(jí)框架角柱的彎距,剪力設(shè)計(jì)值宜乘以增大系數(shù)1.30
B.應(yīng)按雙向偏心受力構(gòu)件進(jìn)行正截面承載力計(jì)算,一級(jí)框架角柱的彎距,剪力設(shè)計(jì)值宜乘以增大系數(shù)1.30
C.應(yīng)按雙向偏心受力構(gòu)件進(jìn)行正截面承載力計(jì)算,一、二、三級(jí)框架角柱的彎距,剪力設(shè)計(jì)值宜乘以增大系數(shù)1.30
D.應(yīng)按雙向偏心受力構(gòu)件進(jìn)行正截面承載力計(jì)算,一、二、三級(jí)框架角柱的彎距,剪力設(shè)計(jì)值宜乘以增大系數(shù)步小于1.10