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Specifications w ‘Ak - UCS 1-71-t_., _ - STRUCTURAL CALCULATIONS FOR 14200 SW BARROWS ROAD—PARITION WALL REMOVAL 14200 SW BARROWS ROAD TIGARD, OREGON May 29, 2018 PRoucr GINF �O J 4:1.'47 * 52799 vq�l i4,10- `Qti ®Fp/L+E. C FS D. G opy EXPIRES: 06.30-20/, J DESIGN PARAMETERS: 2014 Oregon Structural Specialty Code CEILING LOAD 5 psf DL 10 psf LL CONTENTS: SHEETS 1 to 4 10508 NE Pac c Street, Portland, OR 97220 Office: 503-894-8289 jim.gpe.engineering@ymailcom • 4-,--az:4 GIPS STRUICTIJKAL Job Name: 14200 SW Barrows Road Job#: 18026 Sheet#: / Client: SEA Date: 05/18 By: JG R'LL g6 ril 0094 ; ,..50P PO 47,5 . E..,i..-r,.. :1,..,1,rza QI . • • j , .. r: ZZr uwGY . s CE-/zinl4 w7 r Gym 2 IPS-7,--- �. .-7-'7---1--t, -6 7 _ 4 1-yE �v psi TO e.si)sd`Ye p -iiq NEW SUITE (B)', <. : : . : : , ; *. ; : - : :, ;: : ; :::, !' :;1.,:,;:, ::: .:' : ':, ' '. :: ::. ;,' :; ---t 1_t�,44 . .,_ ,.v z.LH j 4- .. A. Z iJ- 3 'L I ; t ..7'Z'frs¢- - 1-5.-pi . „o. �. 10508 NE PacJc Street, Portland, OR 97220 Office: 503-894-8289 jim.giye.engineering@gmail com i ClarkWestern Building Systems 11� 11f111 111 CW Tech Support: (888)437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 5/29/2018 SECTION DESIGNATION: 8005162-54[50] (2) Boxed Input Properties: Web Height= 8.000 in Design Thickness= 0.0566 in Top Flange= 1.625 in Inside Corner Radius= 0.0849 in Bottom Flange= 1.625 in Yield Point, Fy= 50.0 ksi Stiffening Lip= 0.500 in Fy With Cold-Work, Fya= 50.0 ksi Punchout Width = 1.500 in Punchout Length = 4.000 in Header/Beam Solver Design Data-Simple Span Header/Beam Span 10.00 ft Deflection Limit U240 Dead Load = 87.5 lb/ft DL Multiplied by 1.00 for Strength Checks Live Load =95.0 lb/ft LL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: None Cb = 1.14 lyy(Box) =2.571 inA4 J (Box)=6.540 inA4 Lu =671.1 in Mmax= 2281 Ft-Lb<= Ma= 6132 Ft-Lb Check Deflection Deflection Limit: U240 Maximum Deflection= 0.123 in Deflection Ratio= L/972 Check Shear Vmax= 913 lb (Including Flexural Load Multiplier) Shear capacity reduced for punchouts Va=4183 lb>=Vmax Check Web Crippling Rmax= 913 lb (Including Flexural Load Multiplier) Web Crippling capacity reduced for punchouts End Bearing Length = 1.00 in Ra= 1088 lb>= Rmax, stiffeners not required ti1PE STRUCTURAL Job Name: 14200 SW Barrows Road Job#: 18026 Sheet#: r,r - Client: SEA Date: 05/18 By: JG I ?/5 i..1 Fgo u ¢-1 (s,EF S 4) 'IP--r7.. ) A9u- A Is 69- s 4) F /S"o67 Z 1 ! J X66 0i� 40 -- ;A ems; tev, 1 _ • 10508 NE Pacjc Street,Portland, OR 97220 Office: 503-894-8289 jim.gipe.engineering@gmai(.com 111 11 �1I ClarkWestern Building Systems 1111111CW Tech Support: (888)437-3244 I clarkwestern.com 2007 North American Specification ASD DATE: 5129/2018 SECTION DESIGNATION: 362S162-43 [33] (2) Boxed Section Dimensions: �I Web Height= 3.625 in Top Flange = 1.625 in Bottom Flange= 1.625 in Stiffening Lip= 0.500 in Inside Corner Radius = 0.0712 in Punchout Width = 1.500 in Punchout Length = 4.000 in Design Thickness = 0.0451 in Steel Properties: Fy= 33.000 ksi (I Fu = 45.000 ksi Fya = 33.000 ksi ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length =9 ft Load has not been modified for load type or duration Member Configuration: (2) BOXED MEMBERS TOTAL ALLOWABLE AXIAL LOADS(Ib) WEAK AXIS MAXIMUM CONCENTRIC BRACING KUr LOADING NONE 89 6475 MID Pt 75 7146 THIRD Pt 75 7146 Note: For(2) Boxed Members, Individual Members Must be Adequately Interconnected