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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 />2 <br />Seismic Analysis: <br />Seismic Load: (Sheet LD2-2) <br />≔Cs 0.43 <br />≔V ⋅Cs W <br />Element Weights: <br />≔W1 ⋅255 lbf (Rush Slide) <br />≔W2 ⋅141 lbf (SwiggleKnots Bridge) <br />≔W3 ⋅31 lbf (Post) <br />Seismic Force: <br />≔VE1 =⋅Cs W1 0.11 kip <br />≔VE2 =⋅Cs W2 0.061 kip <br />≔VE3 =⋅Cs W3 0.013 kip <br />Location: (first 14" are buried plus two feet due to soil) <br />≔HE1 =++⋅14 in ⋅24 in ⋅66 in 104 in (Rush Slide) <br />≔HE2 =++⋅14 in ⋅24 in ⋅92 in 130 in (SwiggleKnots Bridge) <br />≔HE3 =++⋅14 in ⋅24 in ⋅98 in 136 in (Post) <br />Moment: <br />Number of Posts, ≔nE1 2 ≔ME1 =――――⋅⎛⎝VE1⎞⎠HE1 <br />nE1 <br />5.7 ⋅kip in <br />Number of Posts, ≔nE2 2 ≔ME2 =――――⋅⎛⎝VE2⎞⎠HE2 <br />nE2 <br />3.94 ⋅kip in <br />Number of Posts, ≔nE3 1 ≔ME3 =――――⋅⎛⎝VE3⎞⎠HE3 <br />nE3 <br />1.81 ⋅kip in <br />≔MEtot =++ME1 ME2 ME3 11.46 ⋅kip in