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Company Sept 24,2012 <br /> Designer 1 51 PM <br /> Job Number ' 2585-2618 tuff shed 10'SPAN ranch truss Checked By: <br /> Load Combinations <br /> Descri tion SoIvePD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor <br /> 1 D+Lr Yes 1 1 2 1 <br /> 2 D+0.6W Yes 1 1 3 .6 <br /> 3 p+o�5(o s... Yes 1 1 3 .45 2 .75 <br /> 4 0.6D+0.6W Yes 1 .6 3 .6 <br /> Enveloae Joint Reactions <br /> Joint X k LC Y k LC Z k LC MX k-ft LC MY k-ft L MZ k-ft LC <br /> 1 N1 max .587 1 .316 1 0 1 0 1 0 1 0 1 <br /> 2 min -.273 4 .055 4 0 1 0 1 0 1 0 1 <br /> 3 N3 max .045 4 .316 1 0 1 0 1 0 1 0 1 <br /> 4 min -.587 1 -.248 4 0 1 0 1 0 1 0 1 <br /> 5 Totals: max 0 1 .633 1 0 1 <br /> 6 min -.228 2 -.193 4 0 1 <br /> _ EnveloQe Member Section Forces <br /> Member Sec Axial k LC Shear k LC z Shear k LC Tor ue k-ft LC - Momen... LC z-z Momen... LC <br /> 1 M1 1 max .657 1 .182 3 0 1 0 1 0 1 0 1 <br /> 2 min -.242 4 .114 1 0 1 0 1 0 1 0 1 <br /> 3 2 max .557 1 -.112 4 0 1 0 1 0 1 .19 1 <br /> 4 min -.262 4 -.211 3 0 1 0 1 0 1 -.069 4 <br /> 5 M2 1 max .557 1 .186 1 0 1 0 1 0 1 .19 1 <br /> 6 min -.142 4 -.247 4 0 1 0 1 0 1 -.069 4 <br /> 7 2 max .657 1 .221 4 0 1 0 1 0 1 0 1 <br /> $ min -.122 4 -.114 1 0 1 0 1 0 1 0 1 <br /> _Envelope Wood Code Checks <br /> M mber Sha e Code C... Loc ft LC Shear C... Loc ft Dir LC Fc' ksi F' ksi Fb1' ksi Fb2' ksi Fv' ksi E n <br /> 1 M 1 2X4 .701 5.272 1 .671 5.272 3 .26 .825 1.5 1.65 .09 3.9-3 <br /> 2 M2 2X4 .749 2.769 4 .785 0 4 .26 .825 1.5 1.65 .09 3.9-1 <br /> RISA-3D Version 8 1.0 [S 1. \. .\.. \. .ltrusses (8' and 10')\4-12 pitch1T155CR10 (4-12)470-(2539).R3D] Page 2 <br />