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Section and Material Information: HEA 300 - S235
SpanSpan: 5 m
Building total length: 25 m
Crane capacity: 10 tf
Local Buckling
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| body | --uriencoded--$$ \normalsize \mathrm%7BFor \; flange:%7D \;\; \;\; \lambda _w=\dfrac%7Bh%7D%7Bt_w%7D = \dfrac%7Bb%7D%7Bt%7D=\dfrac%7Bb%7D%7B2t_f%7D=\dfrac%7B300%7D%7B2 \times 14%7D=10.71 \le \lambda_p=0.38\sqrt%7B \dfrac%7B210000%7D%7B235%7D%7D=11.36 $$ |
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| body | --uriencoded--$$ \normalsize \mathrm%7BFor \; web:%7D \;\; \;\; \lambda = \dfrac%7Bb%7D%7Bt_w%7D=\dfrac%7B290%7D%7B8.5%7D=34.1 \le \lambda_%7Bpv%7Dp=23.24 76\sqrt%7B \dfrac%7BE%7D%7BF_y%7D %7D $$ |
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| dfrac%7B210000%7D%7B235%7D%7D=112.4 $$ |
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Flexural Strength for Major Axis
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