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SUBJECT:Bristol Tolliver Park <br />Member Calculations <br />Typ. Aluminum Post B <br />SHEET NO:MC2 - <br />PROJECT NO: 11250537 <br />BY:MAM DATE: 09/05/2025 <br />3 <br />Wind and Seismic Moments (ASD): <br />Wind:≔Mwa =⋅0.6 MWtot 11.31 ⋅kip in <br />Seismic:≔MEa =⋅0.7 MEtot 8.02 ⋅kip in <br />Controlling =Load “Wind”Use for design checks <br />=Mu 11.31 ⋅kip in <br />Reaction (ASD): <br />≔RT =⋅0.6 <br />⎛ <br />⎜ <br />⎜⎝ <br />++――Fw1 <br />nw1 <br />――Fw2 <br />nw2 <br />――Fw3 <br />nw3 <br />⎞ <br />⎟ <br />⎟⎠ <br />0.096 kip <br />PlayBooster Aluminum Post Check: <br />Member: 5" DIA X 0.125" THK Aluminum Tube 6005A-T61 (unwelded) <br />Aluminum Properties: Per ADM Table 1-1,1-2, 1-3 & 2-17 <br />=Fty 35 ksi =Fcy 35 ksi =Ftu 38 ksi ≔E ⋅10100 ksi =kt 1 <br />=Bp 45 ksi =Dp 0.3 ksi ≔Ωu 1.95 =Cbr 66.9 =Bt 43.2 ksi <br />=Bbr 66.8 ksi =Dbr 0.67 ksi ≔Ωy 1.65 =Cc 65.7 =Ct 11.9 <br />=Dt 1.56 ksi =Btb 64.8 ksi =Ctb 7.4 =Dtb 4.46 ksi <br />Post Section Properties: <br />≔Ix ⋅5.689 in4 ≔Iy ⋅5.689 in4 ≔Cb 1.0 <br />≔Sx ⋅2.276 in3 ≔Sy ⋅2.276 in3 ≔t ⋅0.125 in ≔J ⋅11.378 in4 <br />≔Zx ⋅2.971 in3 ≔Zy ⋅2.971 in3 ≔Cw ⋅0 in6 ≔m 1.15 <br />≔rx ⋅1.724 in ≔ry ⋅1.724 in ≔Rb ⋅2.438 in radius taken at mid thickness <br />≔Awz ⋅0 in2 cross sectional area of weld affected zone <br />≔Ag ⋅1.914 in2