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620 SE EVERETT MALL WAY LA HACIENDA 2016-01-01 MF Import
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620 SE EVERETT MALL WAY LA HACIENDA 2016-01-01 MF Import
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Last modified
5/11/2017 4:08:42 PM
Creation date
2/13/2017 8:42:23 AM
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Address Document
Street Name
SE EVERETT MALL WAY
Street Number
620
Tenant Name
LA HACIENDA
Imported From Microfiche
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C <br />� M �A <br />Multi-Loaded Beamj C(91 NDS)1 Ver. V4010657 <br />By: Impressien Design , on: 03-17-2005 r <br />Projed: HACIENDA - Location: �, <br />Summary: <br />3.125 IN x 12.00 IN x 17.0 FT / 24F-V4 - VISUALLY GRADED WESTERN SPS - Dry Use <br />Sedion Adequate By: 50.3% Controlling Fador. Section Modulus <br />Defledions: <br />Dead Load: <br />Live Load: <br />Total Load: <br />End Reactions(LeR Side): <br />Live Load: � � <br />Dead Load: P��., �'- - <br />Total load: <br />Fnd Reactions(Ripht Side): i'� `• ` <br />Live Load: <br />Dead Laad: <br />Total Load: � " <br />Bearinp Lenpth Reqd.(Left) : E•;. ..;; i � <br />Bearinp Lenpth Reqd.(Right): ? `� � +� � � y <br />Camber Reqd.: . ...�_5,6��� �--.,`, <br />Beam Data: <br />Span: <br />Maximum Unbraced Span: <br />Live Load Duration Fador. <br />Live Load Deilect. Criteria <br />Total Load De(IecL Criteria: <br />Camber Adjustment Factor. <br />Uniform Load: <br />Live Load: <br />Dead Load: <br />Beam Self Weight: <br />Total Load: <br />Triangular Load (Max. L Right): <br />Live Load: <br />Dead Load: <br />Tofal Load: <br />Properties For. 24F-V4- VISUALLY GRADED WESTERN SPS <br />Bendinp Stress: <br />Shear Stress: <br />Modulus of Elasticity: <br />Stress Perpendicular to Grain: <br />Adjusted Properties: <br />Fb' (fension): <br />Adjustment Factors: Cd=1.OD CI=P.77 <br />Fv': <br />Adiustment Factors: Cd=1.00 <br />Design Requirements: <br />Maxfmum Moment: <br />9.537 Ff From LeR SuppoA <br />Shear ((aZ d (rom beam end): <br />Comparisons With Required Seclions: <br />Section Modutus: <br />Area: <br />Moment of Inerlia: <br />a�s���-��z� <br />1�-� rv� �-�f�a�- ca(� � <br />DLD= 0.20 IN <br />LLD= 0.29 IN = Ll703 <br />TLD= 0.49 IN = U420 <br />RL1= 779 LB <br />RD1= 545 LB <br />RT1= 1324 LB <br />RL2= 1346 LB <br />RD2= 8A5 LB <br />RT2= 22'si LB <br />BL1= 0.65 IN <br />B12= 1.10 IN <br />C= 029 IN <br />L= 17.0 <br />Lu= 17.0 <br />Cd= 1.00 <br />L! 's60 <br />L/ 240 <br />CAF= 1.5 <br />wL= 25 <br />wD= 15 <br />BSW= 9 <br />wT= 49 <br />wL TR= 200 <br />wD TR= 120 <br />wT TR= 320 <br />Fb= 2400 <br />Fv= 190 <br />Ex= 1800000 <br />EV= 1600000 <br />Fc�erp= 650 <br />Fb'= <br />Fv'= <br />M= <br />Ff <br />R <br />X DLD <br />PLF <br />PLF <br />PLF <br />PLF <br />PLF <br />PLF <br />PLF <br />PSI <br />PSI <br />PSI <br />PSI <br />PSI <br />1845 P51 <br />190 PSI <br />7573 FT-LB <br />V= 1871 LB <br />Sreq= 50.0 IN3 <br />S= 75.0 IN3 <br />Areq= 14.8 IN2 <br />A= 37.5 IN2 <br />Ireq= 257.2 IN4 <br />1= 450.0 IN4 <br />
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