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i <br /> ILoad Combination Analysis <br /> Strength Load Combinations <br /> Load Combination Total Load£R OL) Shear Ob) Moment V,Ob•it) Max Reaction H.Ob) <br /> V <br /> p+F 93 65.6 73 65.6 <br /> D+H+F+L 693 489 544 489 <br /> D+H+F+L_r 93 65.6 73 65.6 <br /> p+H+F+S - 93 65.6 73 -]656 <br /> D+H+F+R 93 65.6 73 <br /> -- D+H+F+OJ5L+0.75 L_r -'- - 543 383 426 -p+H+F+OJ5L+0.75 S 543 383426 p+H+F+0.75L+0.75R 543 383 426 __- -D+H+F+0.6Wdn 93 65.6 73p+H+F+0.7E 93 65.673 D+H+F+0.45W do+0.75L+0.75Lr543 383 426 D+H+F+0.45Wdo+0J5L+0.75S 543 383 426 <br /> D+H+F+OASW do+0.75L+0.7511 543 383 426 _ 383 <br /> D+H+F+0.525E+0.75L+0.75S -- - 543 383 _ 426 383 <br /> OAD+0.6W,up+H 55.8 39.4 43.8 39.4 <br /> - 0.6(D+F)-OJEV+OJEh+H 55.8 39.4 _ 43.8 39.4 <br /> Serviceability Load Combinations <br /> Load Combinatlon Total Load£R pb) rAAaXctlon 6,(I.) <br /> L+Lr 600 -OA274 <br /> 0.42W_dn 00 <br /> - - 0.42W-up 0 -0 <br /> Simplified D+L Not Selected 0 - 0 <br /> Simplified D+L Not Selected 0 0 <br /> IUnfactored Load Analysis <br /> Unfactored Loads LoadsT.ble = _ t65.6 <br /> __ _ ._ -loadT aTotal Load£R(Ib) Shear V.Ob) Moment A e Ob-a) Max ReactionDellectbn6(Io) <br /> D 93 65.6 73 _0_00424 <br /> L 600 423 471 423 0.0274 <br /> Section Classification(AISC 360-16 84) <br /> ` _ .98 <br /> ` 5 AISC 360 16,Tat�e 64.1b <br /> Flange Slenderness AJ DU <br /> p` f= 10•8 AISC 360�16TWC B4.Ib Case 10 <br /> Flange Non-Compact Limit A <br /> 8.4 AISC 3E016TWb B4.lb Case 10 <br /> Flange Slender Limit I�`q _ 2 <br /> Web Slenderness <br /> Ato = 18 AISC 360 16,Table 84 16 <br /> AISC 760-16 Table 04 I b Case 15 <br /> Web Non-Compact Limit �`P. = 107 <br /> Web Slender Limit <br /> ^rW = 162 AISC 3016 Table B4-1 b. <br /> Compact AISC 360-16,Table 84.Ib <br /> Section Classification-Flanges p <br /> Compact AISC 3C016,Tabtc 84.36 <br /> Section Classification-Web p <br /> ISection Flexural Capacity(AISC 360.16,Chapter F) I as Uri' <br /> AISC 36416 T1(a1 � Fs • <br /> Safety Factor for Flexure Stb= 1.67 # <br /> Mp= 3340 lb•ft AISC 3E0-16,CI T2.1 <br /> Plastic Moment Resistance wit <br /> Nominal Cross-Section Bending njs. = 33401b•ft <br /> Resistance <br /> Greenfield Rev 3 Page 32 of 52 <br />