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committedJan 31, 2022
test with 2.18, modify result plots
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‎Linear/ShearCenter/II-post.fbl

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@@ -23,14 +23,17 @@ plot f all n
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plus n x0 r
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hcpy png Refs/def
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view elem
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view sh off
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view elem off
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rot x
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rot c 90
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rot r 10 rot
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rot u 10
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ds 2 e 1
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plot fv all
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hcpy png Refs/Sxx
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ds 2 e 6
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rot u -5
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view elem off
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plot fv all
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mm 8
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hcpy png Refs/Sxz

‎Linear/ShearCenter/README.md

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# Shear center
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Tested with CGX 2.16 / CCX 2.15
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Tested with CGX 2.19 / CCX 2.19
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+ Cantilever beams with point load at the free end
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+ Parametric thin-walled sections

‎Linear/ShearCenter/Refs/Sxx.png

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‎Linear/ShearCenter/Refs/Sxz.png

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‎Linear/ShearCenter/Refs/def.png

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‎Linear/ShearCenter/Refs/mesh.png

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‎Linear/ShearCenter/Refs/undef.png

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‎Linear/ShearCenter/Refs/undefx.png

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