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Title Block Une 1 Title: � Job# (G <br /> You wn change lhis area � Engineer: <br /> using Ihe'Setlings'menu item P�����" <br /> antl Ihen using Ihe'Pnnting 8 <br /> �Title Block'seleclion. <br /> TiUe Blak Line 6 r��a n sev wu �c».� <br /> IWOOd B6a1T1 ENERGIC,INC.19A12012BuAd8.121t1.Vac8A25 <br /> � � • <br /> Descriplion: m�Ued hdr <br /> CODE REFERENCES <br /> Calculations per NOS 2005,IBC 2006, CBC 2007,A5CE 7•05 <br /> Load Combination Sel: IBC 2006 <br /> Material Propertiea _________ <br /> Analysis Melhod: Allowable Slress Design Fb•Tension 2900 psi E:Modulus ol Elesticity <br /> Load ComGnation 18C 2006 Fb-Comp 2900 psi Ebend-�c 2000ks1 <br /> Fc-Pi'I 2900 psi Eminbend-zx 1078.535ksi <br /> Wood Species : iLevel Truss Joist Fc•Perp 750 psi <br /> Wood Grade :Parallam PSL 2.OE Fv 290psi <br /> FI 2025 psi pensity 32.21 pcf <br /> Beam Bradng : Beam is Fully 8raced aqainst lateral-torsion buckling <br /> __ __ - <br /> D10.175) S(0.625) <br /> t • <br /> � .. w i'T r r"' ��!�" bl�p[`3,iQ� �� q��a jy�? ;r`4gti. � <br /> . f � YiT�^�<d Tf)i ry�_ , <br /> , iM .r. �����'�` �yVM�e�� f art• <br /> . fi ..,..�tl:. � `` _a�i�r�' °"�fi�;:.«��ai tic .��a.... a <br /> 3.Sx925 <br /> Span= 10.0 ft <br /> Appll�d LOid� � _ Semce loads entared. Load Factors wdl be applied tar carculaGons. <br /> Ur�iform Load: 0=0.1750. S=0 6250, Tnbutarv Width= 1.0 fl <br /> DESIGI�SUMMARY ' <br /> �Mazimum Bending Stress Ratio = 0.829 1 Maximum Shear Stress Ratio = 0.543 ' 1 <br /> Sedion used for this span 3.5x9.25 Sedion uaed lor this epan 3.5z9.2S <br /> Po:Adual - 2,404.28ps1 tv:Adual = 157.53 psl <br /> FB:Allowable = 2,900.00psi Fv:Allawabk = 290.00 psl <br /> Load Combinalion +D*S+H Load Comanation �D.S�FI <br /> Laalion of ma�cimum on span = 5.00Ofl Location ol mazimum on span = O.00Oh �. <br /> Span#where maximum occurs = Span q 1 Span#where mazimum occurs = Span p 1 <br /> Maximum Deflection <br /> Max DownwaM ULr�S OeOedion 0.307 in Ratio= 39D <br /> Max Upward l*Lr�S DefleCion 0.000 in Ratio= 0<360 <br /> Max Downward Total DeBedion 0.393 in Ratio= 305 � <br /> Maz UpwaM Total De(leclion 0.000 in Ratio= 0<180 <br /> Qver�ll Maximum Oeflectione•Unfactored Loads <br /> Load Combination SDan Max."DeA LocaCon In Span Load Combviation Max.'�'DeA Laation in Span <br /> D•5 1 0.3970 SO50 0.0000 O.ODO <br /> Vertical Reactione•Unfaetored Supporl ratatan:Far leh e p1 Vah�es In KIPS <br /> � loatl Com6ire4on Support 7 Suppo�2 <br /> (Neral—I FA�mum —76bb—�6bb— — — <br /> D Onry 0 875 O.B75 <br /> S Onty 3.125 3.125 I <br /> D.S 4.000 4.000 <br />