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Home My WebLink About0136498-Building (deck, patio door) Title: Job# � � Dsgnr: Date: 9:40AM, 25 JUN Q9 Description: Scope: � �:r�Rev. 580004 us��:Kw osonao,ve�s.a.o,i-oe�-ZOOS MU�tI-Span Timber Beam Page 1 � i i�E3 2003 ENERCALC Engineenng Scftware a�:`mie��wa�� Descnption Deck Support Beam I General Information Code Ref:1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base aliowables are user defined ��°_- Spruce Pine Fir,No. 1/No.2 Fb.Basic Allow 875.0 psi Elastic Modulus 1,400.0 ksi Spans Considered Continuous Over Support Fv:Basic Allow 135.0 psi Load Duration Factor 1.150 Timber Member Information � Descnption Span ft 1.00 3.00 3.00 3.00 3.00 1.00 Timber Section 4x4 4x4 4x4 4x4 4x4 4x4 Beam Width in 3.500 3.500 3.500 3.500 3.500 3.500 Beam Depth in 3.500 3.500 3.500 3.500 3.500 3.500 End Fixity Free-Rn Pin-Pin Pin-Pin Wn-Pin Pin-Pin Pin-Free Le:Unbraced Length ft 1.00 1.33 1.33 1.33 1.33 1.00 : MemberType Sawn Sawn Sawn Sawn Sawn Sawn Loads Live Load Used This S an? "'�' p Yes Yes Yes Yes Yes Yes Dead Load #/ft 84.00 84.00 84.00 84.00 84.00 84.00 Live Load #/ft 280.00 280.00 280.00 280.00 280.00 280.00 Results Mmax @ Cntr in k 0.0 2.1 1.6 1.6 2.1 0.0 @ X= ft I 0.00 1.40 1.54 1.46 1.60 1.00 Max @ Left End in-k 0.0 -2.2 -3.6 -3.1 -3.6 -2.2 Max @ Right End in-k -2.2 -3.6 -3.1 -3.6 -2.2 0.0 fb:Actual psi 305.6 502.1 502.1 502.1 502.1 305.6 Fb:Allowabie psi 1,509.4 1,509.4 1,509.4 1,509.4 1,509.4 1,509.4 Bending OK Bending OK Bending OK Bending OK Bendi�g OK Bending OK Shear @ Left k 0.00 0.51 0.56 0.53 0.58 0.36 Shear @ Right k 0.36 0.58 0.53 0.56 0.51 0.00 fv:Actual psi 31.5 58.3 56.0 55.1 59.2 31.8 Fv:Allowable psi 155.3 155.3 155.3 155.3 155.3 155.3 . Shear OK Sbear OK Shear OK SMear OK Shear OK Shear OK Reactions& Deflection w DL @ Left ki 0.00 0.20 0.26 0.25 0.26 0.20 LL @ Left k 0.00 0.67 0.88 0.82 0.88 0.67 Total @ left k' 0.00 0.87 1.14 1.07 1.14 0.87 DL @ Right k I' 0.20 0.26 0.25 0.26 0.20 0.00 LL @ Right k I 0.67 0.88 0.82 0.88 0.67 0.00 Totat @ Right k 0.87 1.14 1.07 1.14 0.87 0.00 Max.Deflection in I, 0.003 -0.011 -0.007 -0.007 -0.011 0.003 @ X= ft' 0.00 1.42 1.54 1.46 1.58 1.00 Query Values �ocation ft, 0.00 0.00 0.00 0.00 0.00 0.00 Moment in-k 0.0 -2.2 -3.6 -3.1 -3.6 -2.2 Shear k 0.0 0.5 Q.6 0.5 0.6 0.4 Deflection in 0.0033 0.0000 0.0000 0.0000 0.0000 0.0000 - _J� ';1C�p:� � ; �(i Fp;� rp��=�t��;� - _ . F,�X `d - -- , :�'�'�:? � I�i;; � a� � ,�� am Layouf f�rYour Qec�C - 7he Scale is 914":1' i Design�54867 � � ' CaN�n CQ��-: � i, �-"`�,'.' �`. ,,..... _ _,�,-- <;,'�� ' � " � } . � � I �G ��. � � + I A DD �d 0�5T - � � t t---�_--_.. � ��o l � � � ' � � �� W.._� �_� � � � .� �� 3 �a � ' �.� � .�.�� { � � �� I U �� . i C�� Q� � . 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