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VT.) Uplift pressure(U): U=Pv(GGp}(I) Stephens Home <br /> Pre sure caefficient {�p} : <br /> i <br /> • . .. ::::::;:::>::.:;:::;>:.:..: <br /> i <br /> �:�>�:'.;��.�.�<:: <br /> ,�...:.:.::.:.:-::::::::::::°,..::;.::;:.:::::::::::::::;;:::::.:::::>�:::::.;�:::::::.::<:,:»:....;:::::::.: <br /> <.:::::::��:��:;::::::<<:�`�r�����::�:::.;�"����::::::>�.:.:�::::::.:::::::::::. , <br /> .:. . .... .. ..::. . .. . .. . <br /> 1 Q.80 N/A Sidewall <br /> 2 -0.75 -1.00 Roof � <br /> � I <br /> � 3 -0.75 -0.65 Roaf ; <br /> � 4 _0.7p N/A Sidewall <br /> � 5 N/A 0.65 Endwall <br /> i b N/A -0.55 Endwall <br /> � <br /> � � <br /> f � <br /> � I <br /> � { <br /> I <br /> I <br /> Transverse pressure{Ph} : � <br /> i <br /> _.............._...._.,.. :.....,....._._... . .._._.._- ::: _ _ ; <br /> », :.: ;. . . <br /> I-��z ht::: fC: :: . ... Pressu�-e:�P��°: <br /> g. { � "; <br /> 4-15 -15.8 � <br /> 1 <br /> f 15-2Q -17.3 ' <br /> � <br /> 20-4Q -21.4 ! <br /> 40-60 -23.3 <br /> I i' <br /> � <br /> longitudinal pressure(Pl) : � <br /> E I <br /> � <br /> __:..:....:...:.:.... :..�-....--.-....---�,-,.��,—. ..._. � <br /> Hei�l�t;:ft)':........_Pressure.:.��is;f'):.....:.....: � <br /> 0-15 -21.0 - f <br /> ' <br /> 15-20 -23.4 { <br /> � 20-40 -28.0 � <br /> -�- 40-60 -31.4 <br /> � <br /> � <br /> ° herefore ; °Longitudinal pressure governs uplift design" ; <br /> � <br /> � <br /> �, � <br /> � i <br /> � � <br /> � .-- - ' <br /> { _ ; <br /> � - � <br /> � <br /> i 7 s atalano,P.E.: <br /> ; Page 4 5/20/94; <br /> f <br /> i <br /> f <br /> � ' <br /> I <br />