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Jun 0 0:05: - ASMEScDiv_WNFlangDsign.sm Allowal srss for ol a Dsign Tmpraur Allowal srss for ol a Saing Tmpraur STE 5: S o S g Ma 7.69 Ma 7.69 Dsign ol oad for ask Saing ondiion Wg ol Dimnsions Diamr of ol d.97 Numr of ols n 0 Toal Acual ross Scional Ara of ols A n π d A.86 0 Toal Minimum Rquird ross Scional Ara of ols Axial Forc F 7.9kN nding Momn M 9.77 kn m A E M E W F o A S o A.585 0 m us 0.00689757 W gs π y us W gs N 598.7 W gs Equaion.6.8 S g A.700 m if A m Equaion.6.7.585 0 if A A m solsaf solsaf "Ys" "No. ncras ol Siz or Rduc oads on Flangs" solsaf "Ys" rcnolsrnghusd A 00 A Equaion.6.6 W S g g W g 97.86kN rcnolsrnghusd 87.5 / 7
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Jun 0 0:05: - ASMEScDiv_WNFlangDsign.sm S n S 0.65 a d a.97 0.57 F S S S S a For Non Spli flang Fs= 0.087 7.79 0 A R 0.5 A A 6. 0.5 g g R av avg.575 if A R D D h A A A A avg h avg avg A R avg D D D D D D K A 0. K D.05 A A A A D D 9 A A K K 7 A D.57 0 E M E 0.86 F A M 6.775 kn m OE Equaion.6.6 D T h T h S E F S 0.79 kn m Equaion.6. - For nrnal rssur STE 7: Flang Momn for ask Saing W g F S S 05.559 kn m Equaion.6.7 - For nrnal rssur 5 / 7
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Jun 0 0:05: - ASMEScDiv_WNFlangDsign.sm STE 0: Flang Rigidiy riria Modulus of Elasiciy a Opraing Tmpraur Eyo Ma 98569.0 Modulus of Rigidiy a ask Saing Tmpraur E yg Ma 095.9 For ngral yp flang K 0. R Flang Rigidiy a Opraing Tmpraur Flang Rigidiy a ask Saing Tmpraur J o 5. E yo K h R 0 J g 5. E yg K h R 0 Jo 0.78 J g 0.6 if J o FlangRigidiyassOpraing FlangRigidiyassOpraing "Ys" "No - Rproporion dimnsion and oto STE " if J g FlangRigidiyassSaing FlangRigidiyassSaing "Ys" "No - Rproporion dimnsion and oto STE " FlangRigidiyassOpraing "Ys" FlangRigidiyassSaing "Ys" 7 / 7