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PROJECT NAME: fLAKE BLDG TI <br /> JOB: N9•1624 <br /> Total deflection = �Ob72� in c OJ70 in., RESULT=pp55 <br /> Design Beam #2 <br /> eno o idn <br /> ! 1 - �---- ! � ___�_-!_._�_.�-�-_ ; <br /> _. . ___ _ <br /> �- I <br /> + ------- ---- -- ---:�,o-- ----- ---- } <br /> 10]05 6 150�2'000 GlB.Ac.W 'GYS <br /> Load duration = Floor Live, Co= 1 C0 <br /> Gve load = 50.0, psl <br /> Dead load = 25.0,psf <br /> Tributary width = 12.00, h <br /> Beam/loist span,L - 23.10 ft <br /> Design loads <br /> Max mta�moment,M= w L �/8 =900.00�231��'/B=60031 h�lb <br /> (b� =M�12)/Sx =60031�12)/1496.1 in")= 1452 psi <br /> Max total shear, V=w L/2 =900.00�23.30�/2 = 10395 Ib <br /> h�= 1.SV/A= 1S�10395�/�141.8 in�� = 110A^osi <br /> Max total reaction. R=w l /2= 900D0�73 10�/2 = ]0395 ib <br /> Beam design-6.750 K 21.000,GLB 24F-V4 <br /> Area = 141J5 in� <br /> ;� =496.130 m' <br /> i� = 5209.3100 in' <br /> ly = 538.1100 m' <br /> E = 1 BO M ]0°psl <br /> Cherk Bendiny <br /> G= 100 <br /> CM= 1 00 <br /> C� = 1.00 <br /> CU�TOM DESIGN & ENGINEERING, INC. . <br /> November 11, 2013 l Page 5//� � <br /> .. / <br /> .; <br />