NEW
title
两点荷载的简支梁
sel beam id=1 begin=(0,0,0) end=(3,0,0) nseg=3
sel beam id=2 begin=(3,0,0) end=(6,0,0) nseg=4
sel beam id=3 begin=(6,0,0) end=(9,0,0) nseg=5
sel beam id=1 prop emod=2e11 nu=0.3 &
xcarea=6e-3 xcj=0.0 xciy=200e-6 xciz=200e-6
sel node fix z xr yr;restrict all non-beam modes
sel node fix y range id=1 any id=9 any
sel node apply force=(0.0,-1e4,0.0) range id=2 any & id=5 any;
plot create geom_add_disp
plot set title text
模型的几何形状
plot set cap size 25
plot set rot 90 0 0
plot add sel geo black red
plot add axes black
plot add sel disp blue
plot show
plot create shear_force
plot set title text
剪力图
plot set cap size 25
plot set rot 90 0 0
plot add sel geom black black node=off
plot add sel beam force fy scale=0.06
plot show
plot creat moment
plot set title text
弯矩图
plot set cap size 25
plot set rot 90 0 0
plot add sel geom black black node=off
plot add sel beam moment mz scale=0.06
plot show
plot create moment_at_x1
plot set title text
plot set cap size 25
plot show
solve ratio=1e-7
print sel beam force
print sel beam moment
print sel node disp range id=7
save beam 0.sav
return
上面的计算solve怎么放在了后处理的后面？哪位大侠能解释一下吗？
