Laserfiche WebLink
SUBJECT:Bristol Tolliver Park <br />Load Determination <br />Wind Loads <br />SHEET NO:LD1 - <br />PROJECT NO: 11250537 <br />BY:MAM DATE: 09/03/2025 <br />2 <br />Force Coefficients: <br />Panel: Rush Slide <br />≔s ⋅66 in Height of panel ASCE 7-16 Figure 29.3-1 <br />≔h ⋅11 in Height from ground to bottom of panel <br />≔B ⋅24 in Width of panel <br />=―s <br />h 6 <br />=―B <br />s 0.36 <br />=Cf1 1.6 ASCE 7-16 Figure 29.3-1 <br />Round Post: Hemisphere Climber <br />≔h2 ⋅149 in Height of structure ASCE 7-16 Figure 29.4-1 <br />≔D ⋅5 in Diameter of cross section <br />≔D'⋅0 in Depth of protruding elements <br />=―h2 <br />D 29.8 <br />=⋅―D <br />ft <br />‾‾‾‾ <br />――qz <br />psf 1.4 <br />=Cf2 1.2 ASCE 7-16 Figure 29.4-1 <br />Wind Loads: <br />Panels: <br />≔pw1 max ⎛⎝,⋅16 psf ⋅⋅qz G Cf1⎞⎠=pw1 16 psf <br />Round Post: <br />≔pw2 max ⎛⎝,⋅16 psf ⋅⋅qz G Cf2⎞⎠=pw2 16 psf