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1127 GRAND AVE 2016-01-01 MF Import
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1127 GRAND AVE 2016-01-01 MF Import
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Last modified
2/20/2017 3:32:42 PM
Creation date
2/20/2017 3:32:22 PM
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Address Document
Street Name
GRAND AVE
Street Number
1127
Imported From Microfiche
Yes
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� c:c�5�a-c,��� <br /> na.: �on� <br /> Dspnr: DN�: 2:29PM, 22 MAY OB <br /> Wscrlptlon: <br /> Scops: <br /> er. SB <br /> us.:uwnsoa�ey.v«se.o,i�aoaooa General Timber Beam Paee � <br /> I<118E}pp7 ENERCALC E Inee SORwsro <br /> Description <br /> General Informatton Code Ref: 7997M007 NDS,2000/2003 IBC,2003 NFPA 5000.Base allawables are user defined <br /> Secdon Name Iz10 Center Span 14.00 ft .....Lu 0.00 ft <br /> Beam Width 3.SOOin LettCandlever fl . ...Lu 0.00 ft <br /> Beam Depth 9250In Rlght Cantllever R . ...Lu 0.00 R <br /> Member Type Sawn Douglas Fir-Larch,No.2 <br /> Fb Base Allow 900.0 psl <br /> Loatl Dur.Fador 7.150 Fv Allow 180.0 psl <br /> Beam End Flziry Pin•Pin Fc Allow 625.0 pst <br /> E 1.600.0 ksl <br /> Full Lenpth Unifortn Loada <br /> Center DL 52.50#Jft LL 140.00 #!ft <br /> Lefl Cantilever DL p/h �� ;y� <br /> Right Cantllever DL p/h �� pm <br /> Summary <br /> Beam Design OK <br /> Span= 14.00fl,Beam Width=3.SOOIn x Depth=9.251n,Ends are Pin•Pin � <br /> Max Stress Ratio o.si3 ; � <br /> Maximum Moment 4.7 k•fl Maximum Shear' 1.5 1.8 k <br /> Allowable 5.z k-n Allowable s.� k <br /> Maz.Positive Moment 4.72 k•R at 7.000 fl Shear. @ Lefl 1.35 k <br /> Max.Negative Moment 0.00 k•k at 14.000 R �Right 1.35 k <br /> Maz�Left Support 0.00 k-fl Camber. (�LeR O.00Din <br /> Max @ Righl Support 0.00 k-ft (�Center 0.184 in <br /> �� Max.M allow 5.17 (d�Right O.ODOin <br /> ReacUons... <br /> Po 7,133.97 psl fv 55.94 psi Left DL 0.37 k AAax 1.35k <br /> Fb 1,242.00 psi Fv 207.00 psi Right DL 0.37 k Max 1.35 k <br /> Deflect(ons <br /> CaMer Span... ad L Total Load LsR Centilawr... 7otat Load <br /> Deflection •0.123 in -0.450 in Deflection 0.000 in 0.000 in <br /> ...Location 7.00Ofl 7.00Of1 ...LengWDefl 0.0 0.0 <br /> ...LenglhlDefl 1,367.4 372.93 Right Cantllavar... <br /> Cambsr(usinp 1.5'D.L.Defl)... DeflecOon O.00O in 0.000 in <br /> @Center 0.1B41n ...LengthlDefl <br /> 0.0 0.0 <br /> (�Left 0.000 In <br /> @ Right O.D00 In <br /> w�� <br /> } '1 l p� <br /> I`IJ I l '.�-,ll � �- t,�; :(j V��~��.'St_ <br /> � Mf�Y 2, ?, � :a � � ~' ` ��`�F�J~`��� <br /> � �� � �� �'� . �� <br /> .• <br /> Ci�TY Q -�: :n,._.�'f � .. . ±; <br /> (• 1-- - ' � �;; <br /> Perm�t : . � '` -- <br /> ------ __ '� '"�\ ,..� � <br /> �''��� .LF:r��•: <br /> •-,_�-. <br /> ,:,.��ueC. <br /> ._.____...--�{t�_.(1.c"`N.T'_.. <br /> � <br />
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