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Project: Mathison <br />Lacation: J1 Dedc joisls <br />Floor Joisl <br />(2006 Inlemetional Biiilding Code(2005 NDS)j <br />1.51tJx7.251Nz10.OFT(4i4+2)�160.C. <br />X2 - Hem-Fir - Dry Use <br />Seuion Adequate By: �07.0% <br />Contrdling Faclor. Moment <br />DEFLECTIONS �jj �p�[ $jg[�l <br />live Load 0.00 IN LIMNC 0.00 IN LIMAX 0.01 IN LI3200 <br />Oead Load 0.00 in 0.00 In 0.01 In <br />Total Loed 0.00 IN LIMAX 0.00 IN LIMAX 0.02 IN U7600 <br />Live Load DeAeclion Criteria: L/480 Tolal Load Delledion Crileria: L/360 <br />REACTIONS a @ � <br />LiveLoad f00 Ib 267 Ih 233 Ib <br />Dead Load 59 Ih 112 Ib 203 Ib <br />Tolal Load 153 Ib 378 Ih 436 16 <br />Bearin Len lh 0.2fi in 0.62 in 0.72 in <br />9EAM DATA f� �gp�gt $jgju <br />Span Lenglh 4 fl 4 N 2 M <br />Unbraced Lenglh-Top 0 fl 0 fl 0 fl <br />Unbraced Leng11r8oUom 0 fl 0 ft 0 11 <br />Floor shea�hing applied Io top of joisls-top oljoisis (ully 6raced. <br />Sheathinglsherlrork applied to botlom of joisls-boqom of joisls fully braced. <br />Floor Duralion FaGor 1.00 <br />N2 - Hem-Fir <br />Bending Slress: <br />Shenr Slress: <br />Modulus of Elastidly: <br />Min. Mod. ol Elas�icity: <br />Comp.1lo Grain: <br />Basc Values AdJusled <br />Fb= 850 psi Fb'= 1173 psl <br />Cd=1.00 CF=1.20 Cr-iJ5 <br />Fv= 150 psi FJ= 150 psi <br />Cd=1.00 <br />E= 1300 ksi E'= 1300 ksi <br />E min = 470 ksi E min' = 470 ksi <br />Fc--�= 405 psi Fc-1'= 405 psi <br />Convolling Momenl: -253 ft-Ib <br />Over riglil support ol spa� 2(Cenler Span) <br />Crealed 6y com6ining all dead loads and live loads on span(s) 3 <br />Controlling �hear: -1701b <br />At a distancr. d(rom dght suppoA of span 2(Cenler Span) <br />Crealed by wmbining all deaJ loads und live loads on span(s) 2, 3 <br />Compadsons wlth required aecHons: Qcpi1 Lipyidsal <br />Sec�ion Modulus: 2.59 in3 73.14 in3 <br />Area (Shear): 7.7 in2 10.88 in2 <br />Moment al Inetlia (delleclion): 8.51 in4 75.62 in4 <br />MomenC -253 fldb 1284 it-Ib <br />Shear: -170 Ib 1008 Ih <br />Docking Inlormetion <br />Plywood Thickness: T= 314 in <br />Plywood Is Glued: <br />Momenl ot Ineitia Calculalions For Gluetl Floor. <br />JoislArca: A-joist= 10.88IN2 <br />Plyv.00d Aren: A•ply = 2.OB IN2 <br />Sectiun Cenlmid: C= 4 IN A�OV[ [3ASE <br />Moment of Ineitia ldelleclion): I-romb = 76 IN4 <br />Co�o�-oi� <br />Meldon Acheson <br />C�����„� 1 Acheaon DraNng d Design / <br />��w��� yW 578 Shipping Yiew D�ive d <br />� Freeland, WA 982�9 <br />Unitorm Floor Loading <br />Live Load <br />Dead Load <br />Tolal Load <br />TL Adj. For Joist Spacing <br />Well Lwding <br />Wall Two <br />Live Load (1 to Joists): <br />Dead Load (1 to Joisis): <br />Load Localion <br />LeB �enlet Binht <br />LL= �0 psf 10 psf 10 ps( <br />DL = 25 psl 25 ps( 25 psi <br />TL= 65 psl 65 psf fi5 psl <br />wT = 86.7 plf 86.7 pll 86.7 pl! <br />L2 = 0 plf <br />D2= 0 pll <br />X2= 0 fl <br />��1 <br />�(m l�� <br />0 pll 0 plf <br />0 pl( 30 plf <br />0 ft 2 ft <br />��r � �� � � �� � <br />