A cantilever beam shown carries concentrated load as shown. Calculate the distribution of direct loads in the flange HGF and the shear flow distribution in the web panels, assuming that the latter are effective only in shear.

Q: 150 mm 150 mm 150 mm 150 mm 650 mm As = 4 - 32 mm 75 mm

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Q: as a crosS as sh own OI Hange (b₂) and the web (b₁) and is subject to a maximum positive moment at…

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Q: the shear stress on the web at th he correct response: 4.66 MPa 20.94 MPa 27.04 MPa

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