C$.$ Thin wall section calculations

Using: Laminate analysis $/$ thin$-$wall analysis

Calculate section stiffnesses and stresses for sections and loading cases given in the following examples.

All laminates are based on material UD$-$HSCFEP

Ply thickness $0\mathrm{.}125$ mm

Neglect thermal effects

For laminate runs see examples a $2\mathrm{.}1$

C $2$ Bending loading

C$2\mathrm{.}1$

Top$/$btm Flange laminates:

$QI=(0,+45,-45,90)s$

Web Laminates:

$AP=(+45,-45)s$

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$-$

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$-$

Please find the stresess on the c beam using the FEA program $($solidworks$)$