805 E Clemensen Ave & Unit #2 - Plan

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M a t e r ia l p r o p e r t i e s :M a t e r ia l p r o p e r t i e s : F b(+)/Fb (-) (p si): 900/900 Ig nore shear wit hin (d): Yes F v (p si): 180 Rep et it ive m em ber : N o E (ps i): 1600000 B eam B racing: N o A p p li e d L o a d s :A p p li e d L o a d s : R o o f: D = 1 5, L r = 20 p sf, fro m : 0 --> 6.25 ft, Trib W id th = 5 --> 2.5 ft E-W all: D = 1 7 p sf, fro m: 0 --> 6.25 ft, H eig ht = 2 ft PO IN T Sup p . 2 o f Beam 4 @ 0.6ft, (D =620 L r=661 ) P o int Load 4 x 8 -D o u g la s F i r -L a r c h N o .24x8-D o u g la s F i r -L a r c h N o .2 Deflect ion M oment Shear D E S I G N S U M M A R YDESIGN S U M M A R Y A p p li e d F a c t o r s :A p p li e d F a c t o r s : Ct = 1, Cm = 1, CL = 0.99, CF = 1.3, Cfu = 1, Ci = 1, Cr = 1, CT = 1 C o d e c h e c k : C o d e c h e c k : D e s ig n O KDesign O K M ax. B ending R at io:3 5 %3 5 % Lo ad Co m binatio n:D + Lr Lo ad Durat ion CD:1.25 Lo catio n o f M ax. Mo m ent :2.31 ft A pp lied M oment:1281 lb -ft A llowab le Mo m ent :3697 lb -ft M ax. Shear Ratio :4 2 %4 2 % Lo ad Co m binatio n:D + Lr Lo ad Durat ion CD:1.25 Lo catio n o f M ax. Shear:0 ft A pp lied Shear:1605 lb A llowab le Shear:3806 lb M ax. Live Deflect ion:1 2 %1 2 % Lo ad Co m binatio n:Lr Lo catio n o f M ax. Deflectio n;2.94 ft A pp lied Deflect ion:0.024 in A llowab le Deflectio n:0.208 in M ax. To t al Deflectio n:1 6 %1 6 % Lo ad Co m binatio n:D + Lr Lo catio n o f M ax. Deflectio n:2.94 ft A pp lied Deflect ion:0.051 in A llowab le Deflectio n:0.312 in R e a c t io n s (lb ):R e a c t io n s (lb ): Sup p .D L Lr S W S N W W E ESN EW E M ax. LC (Do wn/U p ) 1 881 0 858 0 0 0 0 0 1739/0 2 341 0 272 0 0 0 0 0 612/0 B E A M I DBEAM I D : 5: 5 Des crip t ion: Hd r : : P r oje ct N o.A DU C ON V E R SI O N P r oje ct Location 8 0 5 C LE M E N SE N A V E SA N T A A N A C A 9 2 70 5 : : De sign e d C h e c ke d Prin t date : 0 7/11/2 0 2 5 22