装配式混凝土柱钢梁节点ANSYS命令流(3)

$lsel,u,loc,y,0.125-0.015 $lsel,u,loc,y,-0.125+0.015 $lsel,u,loc,y,-0.295,0.295 $lsel,u,loc,y,-0.125-0.06 $lsel,u,loc,y,0.125+0.06

$lsel,u,loc,y,1.5 $lsel,u,loc,y,-1.5 $lsel,r,loc,z,0,0.16 $lsel,r,loc,x,-0.16 $cm,sgj1,line$

lsel,s,tan1,y !对称外定义箍筋 $lsel,u,loc,x,-2.25,-0.161 $lsel,u,loc,x, 0.161,2.25 $lsel,u,loc,y,0.125-0.015 $lsel,u,loc,y,-0.125+0.015 $lsel,u,loc,y,-0.295,0.295 $lsel,u,loc,y,1.5 $lsel,u,loc,y,-1.5 $lsel,u,loc,y,-0.125-0.06 $lsel,u,loc,y,0.125+0.06

$lsel,r,loc,z,0,0.16 $lsel,r,loc,x,0.16 $cm,sgj2,line$

lsel,s,tan1,y !对称外定义箍筋 $lsel,u,loc,x,-2.25,-0.161 $lsel,u,loc,x, 0.161,2.25 $lsel,u,loc,y,0.125-0.015 $lsel,u,loc,y,-0.125+0.015 $lsel,u,loc,y,-0.295,0.295 $lsel,u,loc,y,-0.125-0.06 $lsel,u,loc,y,0.125+0.06

$lsel,u,loc,y,1.5 $lsel,u,loc,y,-1.5 $lsel,r,loc,z,0.16

$cm,sgj3,line$

lsel,s,tan1,y !对称外定义箍筋 $lsel,u,loc,x,-2.25,-0.161 $lsel,u,loc,x, 0.161,2.25

$lsel,u,loc,y,0.125-0.015 $lsel,u,loc,y,-0.125+0.015 $lsel,u,loc,y,-0.295,0.295 $lsel,u,loc,y,-0.125-0.06 $lsel,u,loc,y,0.125+0.06 $lsel,u,loc,y,1.5 $lsel,u,loc,y,-1.5 $Lsel,r,loc,z,0.078 $cm,sgj4,line$

$cmsel,s,sgj1,line$$cmsel,a,sgj2,line$ cmsel,a,sgj3,line$$

cmsel,a,sgj4,line$cm,guj1,line$ !节点区域箍筋

!节点区域上下四肢箍箍筋

lsel,s,tan1,y !对称外定义箍筋 $lsel,u,loc,x,-2.25,-0.161 $lsel,u,loc,x, 0.161,2.25 $lsel,u,loc,y,0.125-0.015 $lsel,u,loc,y,-0.125+0.015

$lsel,u,loc,y,-0.125-0.06 $lsel,u,loc,y,0.125+0.06

$lsel,u,loc,y,-0.095,0.095 $lsel,u,loc,y,0.251,1.5 $lsel,u,loc,y,-1.5,-0.251 $lsel,u,loc,y, 0.125 $lsel,u,loc,y,-0.125 $Lsel,r,loc,z,0.16 $cm,ssgj1,line$

lsel,s,tan1,y !对称外定义箍筋 $lsel,u,loc,x,-2.25,-0.161 $lsel,u,loc,x, 0.161,2.25 $lsel,u,loc,y,0.125-0.015 $lsel,u,loc,y,-0.125+0.015 $lsel,u,loc,y,-0.125-0.06 $lsel,u,loc,y,0.125+0.06

$lsel,u,loc,y,-0.095,0.095 $lsel,u,loc,y,0.251,1.5 $lsel,u,loc,y,-1.5,-0.251 $lsel,u,loc,y, 0.125

$lsel,u,loc,y,-0.125 $Lsel,r,loc,z,0.078 $cm,ssgj2,line$

lsel,s,tan1,y !对称外定义箍筋 $lsel,u,loc,x,-2.25,-0.161 $lsel,u,loc,x, 0.161,2.25 $lsel,u,loc,y,0.125-0.015 $lsel,u,loc,y,-0.125+0.015

$lsel,u,loc,y,-0.095,0.095 $lsel,u,loc,y,0.251,1.5 $lsel,u,loc,y,-1.5,-0.251 $lsel,u,loc,y,-0.125-0.06 $lsel,u,loc,y,0.125+0.06 $lsel,u,loc,y, 0.125 $lsel,u,loc,y,-0.125 $Lsel,r,loc,x,-0.16 $Lsel,r,loc,z,0,0.16

$cm,ssgj3,line$

lsel,s,tan1,y !对称外定义箍筋 $lsel,u,loc,x,-2.25,-0.161

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