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PROIECT NAME: FLAKE BLDG TI <br /> 108: N9-1624 <br /> � <br /> Based on 1 JS"bearing <br /> V'= V-capaciry�Co�=885�1.00)=885 Ih <br /> V'=885 Ib>V=605.00 Ib, RESULT =PASS <br /> Check DeJlection <br /> Ma.allowed deflect�on Live load, 12.10�12�/480=0.30 <br /> Max allowed deflection- Total�dead+ live�, l/240= 12 10(12�/240= 0.60 <br /> Computed deilection <br /> Assuming composite w�tl. tloor panel, reduce span 6y 12"(See manufacturers note�l. <br /> Ma�imum deflection,y=5/384�w l'/E I� <br /> From dead load,V=5/384�33 33/12(11.10 • 12�'/140* 10°� =0.089 in <br /> Prom live load,y=S/384�65.67/12(ll10� 12�'/140 � 10`�=0163 in <br /> Total detlectlon =0.163+0 069=0.252 in <br /> �0.2521 in.<0.605 in.,RESULT=PA55 <br /> Lrve load only,deflection= 0.163 in <br /> �0.163� in.<0902 in., RESUIT=PA55 <br /> Design Beam #1 <br /> �50 O lhill <br /> �--- � _ � � : --�— —� _ —�----� �—__ � <br /> .� -- __---- � <br /> � ___- -=�,o _ _ _ � <br /> � <br /> 5198 6 150� 16 500.GLB 1CF�V0 5196 <br /> load duraGon=Floor I ivP, Cc= 1.00 <br /> uve load = 50.0, psf <br /> Dead load = 25.0, psl <br /> Tributary wldth -6 00,rt <br /> Beam/Jaist span, L = 23.10 ft <br /> Deslgn loads <br /> Ma�total momen,,M= w L°/8 =450.00Q3.10�'/8=30016 ft-Ib <br /> CUSTOM DESIGN & ENGINEERING, INC. � <br /> November 11, 2013 � Page 3l ��j <br /> � <br />