$2\mathrm{.}0$ The beam shown below has the following loads: $P_{\text{d}\text{e}\text{a}\text{d}}=10$kips,$P_{\text{l}\text{i}\text{v}\text{e}}=20$kips,$w_{\text{d}\text{e}\text{a}\text{d}}=1\mathrm{.}25ki\frac{p}{f}t,$

$w_{\text{l}\text{i}\text{v}\text{e}}=1\mathrm{.}50ki\frac{p}{f}t.$ Use ASCE Load Combinations from Table $1-4$ to determine the largest moment

and shear. The uniform dead load is applied at its full value to the entire length of the beam. The

uniform live load may vary in magnitude from $0\%$ to $100\%$ of the specified value and may be

applied over the entire length of the beam or applied to only some portions of the beam. The

point dead load is applied at full value at $18ft$ from the end of the beam. The point live load is

applied at $18ft$ from the end of the beam and may vary in magnitude from $0\%$ to $100\%$ of the

specified value.

Steps: Apply all live loads at their specified values. Factor Loads using Table $1-4$

Draw the shear force diagram and the bending moment diagram.

$V_{\text{m}\text{a}\text{x}}=,$ kips $M_{\text{m}\text{a}\text{x}}=,kft.$