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, TSE <br />Engineerinp <br />RAKE BEAM <br />� <br />P� 25 <br />Po= 6 <br />1.33 <br />Cs= 1.0 <br />c.� <br />1= 0.8 <br />1.33 � 1.33 �, 1.33 J <br />I = A <br />INPUT: <br />w(DL)prc 53 53 53 53 <br />w(LL) Pir 150 150 150 150 <br />w(TL) Prc 203 203 203 203 <br />P (DL) �hs <br />P (LL) �bs <br />P(TL) ws 0 0 0 0 <br />RESULTS: <br />Page: r2 <br />trib width= 7.5 <br />� <br />�Re <br />1.33 1.33 <br />53 <br />150 <br />203 <br />Rn (ti) = 812 Ibs. RB (T�l = <br />Vn (it) = 812 Ibs.(max.) VB (n) _ <br />Mn (Tt.l = 0 ft.lbs. Mn-e (r�) = 1624 tt.lbs.(max.) MB (TL) _ <br />4(DL) _ �(DL) = 0.038 I�. 0(DL) _ <br />� (LL) = 0 (LL) = 0.10� I�. � (Ll) _ <br />e�n.> = e fn) = 0.145 in. e cr�) _ <br />BEAM PROPERTIES: <br />MATERIAL Fb Fv Fc E x 10^6 _ <br />Manuf.Lbr. <br />Timber <br />Dimen. Lbr. HF#2 935 150 405 1.3 <br />psi psi psi psi <br />b d A S I Br .L . <br />1.5 9.25 13.88 21.4 98.9 0.11 <br />in. in. in.^2 in.^3 in.^4 ft. <br />STRESSES. <br />fv = 71 psi N = <br />fb = 911 psi <br />RATIOS OF AGTUAL TO ALLOWABLE STRESSES: <br />iv/Fv'= 0.41 fv/Fv'= <br />fblFb'= 0.85 <br />RATIOS OF SPAN TO DEFLECTION; <br />L / 893 for LL <br />L / 660 for TL <br />USE 2z10 HF#2 <br />v3.3D7 <br />53 <br />150 <br />203 <br />812 Ibs. <br />812 Ibs.(max.) <br />0 ft.lbs. <br />Co 1.15 <br />CH 1 <br />Cr 1 <br />Ci 1 <br />71 psi <br />0.41 <br />