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, '' �--r-- - � - --- -- . .. — Pm�ecl Title�. Traa •'^�Is <br />PCI'ZER & ASSOCIATES, P� ' Eng�neec tjp Proi�r,11D ta�t28 <br />� Sir'�IT'ML A'UI}'FCR:. <br />1 : c.,�., .�..�,,,... ,�. -... . Pm)ec1 Desa: 1 Sb�, <br />."�f��Mt, u'A 9�:v1 ' ... <br />�..�. otan a:feon�'n <br />nna�l Ynu�M�4.�.4oTi)�Iq��y <br />Wood Beam <br />Desrro,�on . <br />;•..^M >OQtiu �1�.rv <br />- ' -- -� ' -- '- � --^ � ------� —"--FlC=cllWaluC'tlia^�:SttP'.K,11'1V[tiCHG'1�701q1-178qi, <br />ENf.�CI�LC. iti;, :981311d.8Uq5 u 3.t%.Vy 51a 9.19 <br />COI)E REFERfNCES <br />_---- __ _. ---- - <br />Calculation; per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 <br />load Combination Sel : 2012 IBC 8 ASCE 7-10 <br />Material Properties _ <br />Analysis Method : Allowable Stress Design Fb -1 �rsicn <br />LoaC Combination 2012 IBC 8 ASCE 7-10 Po-Compr <br />Fc • PAI <br />Wood Species : Douglas Fir - Lareh Fv - Perp <br />Wood Grade No2 <br />Ft <br />Beam Braang : 8eam is Fully Braced against lateral4orsion buckling <br />G <br />90D.0 psi <br />900 A psi <br />1,350 0 psi <br />625.0 psi <br />180.0 �Si <br />575.0 psi <br />[ � b�odulus c! Ela�hcRy <br />Eben�-xx 1,600.Oksi <br />Eminbend - uc 580Dksi <br />Density 3221Dp�t <br />♦ <br />�-. <br />'—� 6R70 '._._. <br />Span = 11 50 ft <br />� AppliOd L02d5 � `� Service loads enleied. Load Partors wal be apphed lor calculaM1ons <br />Beam sel( we�ght calculated and added lo loads <br />Unllortn Load : D= 0.0150. L= 0 0250 kst. Tnbutarv Width = 4.SD fl <br />DESIGNSUMMA'RY —� ____ • � • • <br />Mazimum Bending Siress Ratio �= 0.511: 1 Maximum Shear Stress Ralio = 0.153 : 1 <br />SeCion used for Ihis span 6x10 Sedion used for this span 6x70 <br />tb : Adual = 459.64psi Iv : Adual = 27.48 psi <br />FB : Allowable = 900.00p5i Fv: A�Iowable = 180OD psi <br />LoadCombination +D+L LcadCombina6on �D�l <br />Localion ol marimum on span = 5750ft Location of maximum on span = 0 000 fl <br />Span # where mazimum oaurs = Span # 1 Span x whcre manimum oa�:rs = Span p 1 <br />Maximum Defleciion <br />� Max Downward L�LrrS Defleciicn 0.071 in Rafio = 1948 <br />Mac Upward L�Lr.S Defiection 0.000 in Ra�io = 0<3G0 <br />Max Downwartl Tolal Deflection 0.121 in Ratio = 1143 <br />� Max Upward Tolal DeMction 0.000 in Ralio - 0�180 <br />Overall Muimum �e8edions '- ' � <br />Load ComGination Span Maz.'-' Defl Laation in Span Load Combination Max.'� GcA Latation m Span <br />-�,L --- ----- 1 -- 0.1207 5.792 -- — - 0.0000 0000 <br />,-VeRiCalReadions��' - ' ' ���^� �� Suppodno�aibn:Farleflsqt VaW�inKIPS <br />------ �..--=-P�� ------ _._._..._. <br />load Combination Su pcA 7 Supporl2 <br />Ove2� MAX mum --- -- —1.102 1.102 <br />— — --- - ------ � ---- ---------- — � _.- - --- <br />Overaii Ml4imum 0273 0.273 <br />DOnly 0.455 0.455 <br />�D�L 1.102 1.102 <br />�D�Lr O.d55 0.455 <br />�D�S Od55 0.455 <br />�D�O750Lr�0750L 0940 0940 / (� � J <br />�0�0.750L�0 �505 0.9d0 0.940 <br />