COMPOSITE $($INSIDE FLOOR$)$

$($A$)$

$(3\mathrm{.}8518)H^{2}100psf=6\mathrm{.}980ib=6\mathrm{.}93kps$

$(6)1\mathrm{.}9(6\mathrm{.}93)=9\mathrm{.}702kFs$

$($B$)$

$(7\mathrm{.}71=18)f{t}^{2}100PFf=13,878lb=13\mathrm{.}678$ Kips

$(8)1\mathrm{.}4(13\mathrm{.}986)=19\mathrm{.}429$

c$.$ps

$($D$)$

OEAD: $[(3\mathrm{.}3518)ft=100f]+[\frac{1}{3}1403]16=7898lb=7\mathrm{.}396$ cips

LIVE $I\frac{1}{3}(26\mathrm{.}8)kips=B\mathrm{.}933$ kips

$(2)4(1\mathrm{.}38B)+1\mathrm{.}6(8\mathrm{.}933)=28190$ hies

OEAD: $[(3\mathrm{.}3518)f{t}^{2}100psf]+[\frac{1}{3}1403]16=78981b=7\mathrm{.}396$ kips

$(2)14(1\mathrm{.}38B)+1\mathrm{.}6(8\mathrm{.}933)=51\mathrm{.}190$FiPs

bath only have

DEAD LOALOS

OEAD LOARS

$-2^{n}20$ COMPOSITE

DECKING GALV. $I=\mathrm{.}400i{n}^4$

LIGHT WEIGHT CONC WIMAX. UNIT

WEIGHT $=110$ P$.$C$.$F$.+-30$ P$.$C$.$F

weight of floor: $100psf$

Tank Volume $(84\mathrm{.}375)(120\mathrm{.}5)(73)H^3=742,205$ in $=429\mathrm{.}5H^3$

weight of water in tank $(62\mathrm{.}4i\frac{b}{f}{t}^3)(429\mathrm{.}5H{t}^{\text{'}})=26\mathrm{.}6$ kips

Density of empty tanke $59\mathrm{.}93\frac{k}{f}t,0\mathrm{.}035\frac{k}{i}{n}^2$

weight of tank

astumptions

Giter roth of polysibyiveDetermine if the beams have adequate moment strength to support a water tank based off of the assumptions from tributary area $($attached$)$ and information provided on the beams. Assume A$992$ steel and use the LRFD method.