Use the elevation view and building layout shown below to answer the following

questions. Use Roof live load $($ Lr $)$ of $20$ psf $,$ Floor live load of $40$ psf $,$ Dead load of $20$

psf $,$ beam weight of $50$plf and ignore columns self$-$weight. Additionally, include $120$ kips

compression and $108$ tensile wind loads on all columns.

$1-$ Determine the design uniform load on beam B$3$ at the second level. Use LRFD and

ASD load combinations.

$2-$ Determine the design load applied at Column C$1$ at the base. Use LRFD and ASD

load combinations.

$3-$ Determine the design load applied at Column C$2$ at the second level. Use LRFD and

ASD load combinations.

$4-$ Determine the design uniform load on Girder G$2$ at the roof. Use LRFD and ASD

load combinations.

Use the elevation view and building layout shown below to answer the following

questions. Use Roof live load $($ Lr $)$ of $20$ psf $,$ Floor live load of $40$ psf $,$ Dead load of $20$

psf $,$ beam weight of $50$plf and ignore columns self$-$weight. Additionally, include $120$ kips

compression and $108$ tensile wind loads on all columns.