$(3$ points$)$ For a column, the ASD design strength is expressed by:

a$.{}_b{M}_n$

b$.\frac{M_n}{{}_c}$

$($c$.)\frac{P_n}{{}_c}$

d$.{}_c{P}_n$

$(3$ points$)$ A W$12\backslash$times $190$ is used as a column. If the effective length of the column is $32$ feet, according to the ASD design method, the maximum axial load the column would be allowed to take is:

$($Hint: The answer is in the Manual. Remember units$)$

$(3$ points$)$ For flexural members, the ASD Resistance Factor, ${}_b,$ applied to the member's nominal moment capacity, $M_n,$ to determine the available flexural strength is:

a$.1\mathrm{.}5$

b$.2\mathrm{.}0$

c$.1\mathrm{.}67$

d$.$ any of these, depending on the day of the week

$(3$ points$)$ In beams, using the LRFD method, the allowable shear strength of the section is expressed by:

a$.{}_v{P}_n$

b$.{}_{v}v{v}_n$

$($c$.)\frac{V_n}{{}_v}$

d$.\frac{P_n}{{}_v}$

$(3$ points$)$ In the LRFD method, to determine the allowable strength of a member, the factor $$ is applied to:

a$.$ the ultimate strength

b$.$ the allowable strength

c$.$ the nominal strength

d$.0\mathrm{.}5$ value of $K$ can never be less than:

b$.1\mathrm{.}0$

$($c$.)2\mathrm{.}0$

a$.10$

$($Hint: The answer is in the Manual$)$

$(3$ points$)$ Using the ASD method, the $($Hint: sidesway will not occur.

used as a beam is:

a$.$ true

b$.$ false

$(3$ points$)$ Using the LRFD method, what is

$($Hint: The answer is in the Manual$)$