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SUBJECT:Bristol Tolliver Park <br />Member Calculations <br />Typ. Steel Post D <br />SHEET NO:MC4 - <br />PROJECT NO: 11250537 <br />BY:MAM DATE: 09/05/2025 <br />3 <br />Seismic Analysis: <br />Seismic Load: (Sheet LD2-2) <br />≔Cs 0.43 <br />≔V ⋅Cs W <br />Element Weights: <br />≔W1 ⋅373 lbf (Cozy Coaster, <br />includes stairs) <br />≔W2 ⋅126 lbf (Swiggly Stix Bridge) <br />≔W3 ⋅84 lbf (Color Splash Panel) <br />≔W4 ⋅――448 <br />3 <br />lbf (Post) <br />Seismic Force: <br />≔VE1 =⋅Cs W1 0.16 kip <br />≔VE2 =⋅Cs W2 0.054 kip <br />≔VE3 =⋅Cs W3 0.036 kip <br />≔VE4 =⋅Cs W4 0.064 kip <br />Location: (first 14" are buried plus two feet due to soil) <br />≔HE1 =++⋅14 in ⋅24 in ⋅39 in 77 in (Cozy Coaster) <br />≔HE2 =++⋅14 in ⋅24 in ⋅64 in 102 in (Swiggly Stix Bridge) <br />≔HE3 =++⋅14 in ⋅24 in ⋅47 in 85 in (Color Splash Panel) <br />≔HE4 =++⋅14 in ⋅24 in ⋅⋅103 in ―2 <br />3 <br />106.67 in (Post) <br />Moment: <br />Number of Posts, ≔nE1 2 ≔ME1 =――――⋅⎛⎝VE1⎞⎠HE1 <br />nE1 <br />6.18 ⋅kip in <br />Number of Posts, ≔nE2 2 ≔ME2 =――――⋅⎛⎝VE2⎞⎠HE2 <br />nE2 <br />2.76 ⋅kip in <br />Number of Posts, ≔nE3 1 ≔ME3 =――――⋅⎛⎝VE3⎞⎠HE3 <br />nE3 <br />3.07 ⋅kip in <br />Number of Posts, ≔nE4 2 ≔ME4 =――――⋅⎛⎝VE4⎞⎠HE4 <br />nE4 <br />3.42 ⋅kip in <br />≔MEtot =+++ME1 ME2 ME3 ME4 15.43 ⋅kip in