Loading...
Plans 1 . . . , RECEIVED JUN 2 5 2015 CITY Of ft' a . ► � ' _ - _ . _ ._ ,r--� 01,; .3 BF�gpaH 2 �?A5T,Ir,2 B 1��2oorj /2 x // G i ,e G • / X /3 Z 8'x .Z z' fA1ly , _ r\li 1 . _,nien. ...r. _. , . .. a a Limi . - _ ---c7r\i' ., . __________": , 1 _ _.\_, . • - _ r-------. ... 1 i j/dAr7 '/.L Y ROO*/ myab oy /. /g x /.� V r. Q b... ig.-r O 1 .r Oft, I - — 1 .....i. _. R . . .. I / / 6 i � t /YN6 ,�Gd M Jo O A,17-tv/A. /4 x it, ei) 8 42 . 1pi4x 8 b d r• Di 0 1 $ , a i , • --; ll FLOOk PLAN - 1, ii 1 'o v rrrs van» G ,1VJ9rJ dv g6ro! 3? N Ct '96(1-Nv'v9' Cio3N Q °I(''dx6' 1 Nbd 33A o 4)0(1-ctIc; d1 _ v&3 V sni n c UrSV v1 591101/ 3?iZlq3 :5191 S°)c'mad0 rvi3N/m � fVbV 4°6"� 01231192.1 '?lit/ h 9/ X �% yr vva' 9,y//f/7 y gN/Aire "f- Mid pia / Prooy/7'/6Wb' i h X0'2' 3r,9 ' 11QQ 'c 3q 291 Gs' ,hi Etta rT�JG�i - - Npk. 7�RefiArt/ . /© xy. it met! t 000 ••{..._. I (Co x 5 X Li 5 rk r L 'IA f.Y'c,I1f elek)OF NO q=1 AiF.W y1Xe2 o M (-/armr+QR CMS IMAIMAY �Y c0N' L / 4.EN/AEx-a 47 i = 1 • C-jcra,7Y -X,qx,I OR g .R, G 48 xia 0+' doba ._.. 44'` E N � � 10 GP /Q° X 68 ` �`�' � �� Asw ' gip ABW _ p4 t_ _ 5 CD ► c, IA 7`L-f---ge ;,r R ---I. 3414 ---s" �;: it a r"A l A 'O N /e i t (f kilo 0)00 1V r <5,frieto0 6,h 0LARVY) iUeit rPf. u4N-/- 16 Ft SNZAixD ,, Project: page Dan Nelson • Location: Roof Beam 1 �--�—� �� City of Tigard Roof Beam Mr- . 13125 SW HALL Blvd or [2009 International Building Code(2005 NDS)] �'' ' Tigard OR 97223 ..3.5INx 10.5 IN x 10.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 6/30/2015 10:15:18 AM Section Adequate By:62.6% Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.17 IN L/720 Dead Load 0.10 in Total Load 0.27 IN U445 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A Live Load 2250 lb 2250 lb Dead Load 1390 lb 1390 lb Total Load 3640 lb 3640 lb Bearing Length 1.60 in 1.60 in BEAM DATA roe Span Length 10 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 0 ft Roof Pitch 0 :12 ROOF LOADING Roof Duration Factor 1.15 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf Roof Dead Load: DL= 15 psf 24F-V4-Visually Graded Western Species Tributary Width: TW= 18 ft Base Values Adjusted Side Two: Bending Stress: Fb= 2400 psi Controlled by: Roof Live Load: LL= 25 psf Fb_cmpr= 1850 psi Fb'= 2760 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 0 ft Shear Stress: Fv= 265 psi Fv'= 305 psi Wall Load: WALL= 0 plf • Cd=1.15 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Min. Mod.of Elasticity: E_min= 930 ksi E min'= 930 ksi Adjusted Beam Length: Ladj= 10 ft • Comp.--to Grain: Fc- = 650 psi Fc--- = 650 psi Beam Self Weight: BSW= 8 plf Beam Uniform Live Load: wL= 450 plf Controlling Moment: 9100 ft-lb Beam Uniform Dead Load: wD_adj= 278 plf 5.0 ft from left support Total Uniform Load: wT= 728 plf Created by combining all dead and live loads. Controlling Shear: 3640 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 39.56 in3 64.31 in3 Area(Shear): 17.92 in2 36.75 in2 Moment of Inertia(deflection): 136.47 in4 337.64 in4 Moment: 9100 ft-lb 14792 ft-lb Shear: 3640 lb 7466 lb •