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The beam shown in $($Figure $1)$ supports a distributed live load of $2\mathrm{.}5k\frac{N}{m}$ and single concentrated load of $8$ kN $.$ The dead load is $4k\frac{N}{m}.$ Follow the sign convention. The distributed live load can be applied to several segments of the beam that are not necessarily adjacent.

Figure

$1$ of $1$

$1$ of $1$

$(V_C{)}_{\text{m}\text{a}\text{x}(1)}=$

$(M_C{)}_{\text{m}\text{a}\text{x}(+)}=17\mathrm{.}0kN*m$

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Here we learn how fo determine the maximum positive bending moment at the poin beam with known values of loads by using the influence line for the bending momen this point:

Part B

Determine the maximum positive shear at $C.$

Express your answer to three significant figures and include the appropriate units.

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