A haunched (varying depth) reinforced concrete beam is simply supported at both ends, as shown in the figure. The beam is subjected to a uniformly distributed factored load of intensity $10 \mathrm{kN} / \mathrm{m}$. The design shear force (expressed in $\mathrm{kN}$ ) at the section $\mathrm{X}-\mathrm{X}$ of the beam is
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Question ID - 156575 | SaraNextGen Top Answer A haunched (varying depth) reinforced concrete beam is simply supported at both ends, as shown in the figure. The beam is subjected to a uniformly distributed factored load of intensity $10 \mathrm{kN} / \mathrm{m}$. The design shear force (expressed in $\mathrm{kN}$ ) at the section $\mathrm{X}-\mathrm{X}$ of the beam is
A haunched (varying depth) reinforced concrete beam is simply supported at both ends, as shown in the figure. The beam is subjected to a uniformly distributed factored load of intensity $10 \mathrm{kN} / \mathrm{m}$. The design shear force (expressed in $\mathrm{kN}$ ) at the section $\mathrm{X}-\mathrm{X}$ of the beam is
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