Laserfiche WebLink
SUBJECT:Bristol Tolliver Park <br />Member Calculations <br />Typ. Steel Post C <br />SHEET NO:MC3 - <br />PROJECT NO: 11250537 <br />BY:MAM DATE: 09/05/2025 <br />1 <br />Weevos Steel Post Analysis: <br />Wind Loading: (Sheet LD1-2) <br />≔pw1 ⋅16 psf (Panels) <br />≔pw2 ⋅16 psf (Round Post) <br />Wind Load Area: <br />≔Aw1 =⋅⋅⋅39 in 36 in 9.75 ft2 (Cozy Coaster Slide) <br />≔Aw2 =⋅⋅⋅39 in 42 in 11.38 ft2 (Cozy Coaster Stairs) <br />≔Aw3 =⋅⋅―――――⋅⋅⋅2 π 121 in <br />2 <br />3.5 in 9.24 ft2 (Post) <br />Wind Force: <br />≔Fw1 =⋅pw1 Aw1 0.156 kip (Cozy Coaster Slide) <br />≔Fw2 =⋅pw1 Aw2 0.182 kip (Cozy Coaster Stairs) <br />≔Fw3 =⋅pw2 Aw3 0.148 kip (Post) <br />Location: (first 14" are buried plus two feet due to soil) <br />≔Hw1 =++⋅14 in ⋅24 in ⋅39 in 77 in (Cozy Coaster Slide) <br />≔Hw2 =++⋅14 in ⋅24 in ⋅39 in 77 in (Cozy Coaster Stairs) <br />≔Hw3 =++⋅14 in ⋅24 in ⋅⋅121 in ―2 <br />3 <br />118.67 in (Post) <br />Moment: <br />Number of Posts, ≔nw1 2 ≔Mw1 =――――⋅⎛⎝Fw1⎞⎠Hw1 <br />nw1 <br />6.01 ⋅kip in <br />Number of Posts, ≔nw2 2 ≔Mw2 =――――⋅⎛⎝Fw2⎞⎠Hw2 <br />nw2 <br />7.01 ⋅kip in <br />Number of Posts, ≔nw3 2 ≔Mw3 =――――⋅⎛⎝Fw3⎞⎠Hw3 <br />nw3 <br />8.77 ⋅kip in <br />≔MWtot =++Mw1 Mw2 Mw3 21.78 ⋅kip in