please show all relevant cslculations and sections of the manuel used to solve the problem The beam shown in Figure P5.8-3 is a W16 ( times 31 ) of A992 steel and has continuous lateral support. The two concentrated loads are service live loads. Neglect the weight of the beam and determine whether the beam is adequate for shear using LRFD. FIGUA

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please show all relevant cslculations and sections of the manuel used to solve the problem

$The beam shown in Figure P5.8-3 is a W16 $ \times 31 $ of A992 steel and has continuous lateral support. The two concentrat$

The beam shown in Figure P5.8-3 is a W16 $ \times 31 $ of A992 steel and has continuous lateral support. The two concentrated loads are service live loads. Neglect the weight of the beam and determine whether the beam is adequate for shear using LRFD. FIGUAE P5.8.3 Use LRFD. $ \mathrm{V}_{\mathrm{u}}= $ kips $ \emptyset_{\mathrm{r}} \mathrm{V}_{\mathrm{n}}= $ kips (adequate/not adequate)

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