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Draw shear stress distribution along of beam for L section with 75 x 12mm in flange and 100 x 15 mm in web carrying 60kN shear force.
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$$ \text { Data: } \mathrm{W}=60 \mathrm{kN}, \text { Flange: } 75 \mathrm{mm} \times 12 \mathrm{mm}, \mathrm{Web} ; 100 \mathrm{mm} \times 15 \mathrm{mm} $$ ![enter image description here][1] $$ \begin{array}{l}{\mathrm{a}_{1}=15 \times 88=1320 \mathrm{mm}^{2}} \ {\mathrm{a}_{2}=72 \times 12=900 \mathrm{mm}^{2}} \ {\mathrm{a}_{1}+\mathrm{a}_{2}=1320+900=2220 \mathrm{mm}^{2}} \ {y_{1}=\frac{88}{2}=44 \mathrm{mm}} \ {y_{2}=88+\frac{12}{2}=94 \mathrm{mm}}\end{array} $$ $$ \begin{array}{l}{\overline{Y}_{\text …

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