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6uPaci/(e- C,v3o3- cet) ? VA issocift, ENGINEERING STRUCTURAL CALCULATIONS PROJECT: Cognex Corporation - Portland Tenant Improvement PROJECT No.: A16178 DATE: October 26, 2016 Client: oku c r uqq Mildren Design Group, P.C. 90) PRO, 4 Contents: `�`�8 91 F9 Calculations 1 —8 , OREGON ' ' f0, p GO G. cos EXPIRES: 12/31/17 4875 SW Griffith Drive 1 Suite 3001 Beaverton,OR I 97005 503.620.30301 tel 503.620.55391 fax www . a a i e n g . c o m Product technical 'rptxj, \:i\. steel Stud .:.1:,:.0- ..,.„ Manufacturers Guidey� YMn Association ssr Complies with 2009/2012 International Buildingk\‘‘‘' Code k‘A' \.‘ ', \.. \ ‘:\\,, \\., ,11:kl- \III ' ...max ''''A ki‘' ' I‘li ' ;..:,, , , ',. \ '. x .,..,,,,.„ '''''' , ' ' , \ ‘,)a' 'k,‘.\ ‘‘ IAN x D +� \\ 7 �.. ,., \. \\ •``'.,.5'd .,, \\ \\ . '',-- . *.......:. 9. `•i r ra \\\\\\7\\‘‘ ¢ . ‘:,,,,.,.,:s:1,,,, , \\ . ' -, . kl 1;.,,,,,,,,,,,,,,,A.:,.. :.,..n. ci.......... t{jt' k t''''' kl- \''''''::''' ''': 1\\\\\‘ ‘:''''''',. , kivtl s . 1.1,itHotii , {{ ''''k 111 l ,,,N, ,,,,,,_,,,,„ ,,,,,,-....;..:::::,,,,,,....„., -,,,l‘\11 ,,, ‘‘‘.‘ \\::',.‘i,::::\(4',i'.‘„ '1.*:',\'.,, lit, e.., 'l ''''sk.,, k 1\\ \ , � .; �e ,° E #3064P h7 x1. 11 ; n . \ ,., \ ' ..'`. .... - �� TyPicAL PAro-otl (AWS —loos 125-2.7 (L24"o.a, \N ,' w- 5(f,` w/ sfen GYPEA_riP4-i*MAX cc€fbifr Is /5=5" -1µrr. N N. MAXa "PP 1gar t; 4o01725-Z7 " W =(5-Isf-X9/ri)=Z2.5 if- t* =2J.114-1 <kew'•3.o$K-rr p+ 4 Acts -_(2)4t;c'S162,-33 rx. t.4V/ ' A.0304" -0..749" L A it-17' )L./(- A0((4,17'X 9/r r-2&5 - s420(Z) Pbn c =(5(sx i%a sl,/cc,4s'G 25st Pn/n iiia" >Pex,a<K o > �-- S `alts c 5--6 NO-IL: Fuu- H_twi- &tA S BtfACyI& (5 Il /`1M I afghan associates,inc. c4G►4E-x (ORP0AArl O t4 `PO/TLAtJP By: U&( Date: 113/2016 ENGINEERING y / 4875 SW Gm Drive Suite 3001 Beaverton,OR(97006 Project No.: 1'1/O 7$ rifi 503.620.3030 1 tel 503.620.5539 1 fax www.aaieng.com Sheet: I of: \\\0\k,7,,',,s Interior Wall Heights - Composite sSMA Table Notes 1. Allowable composite limiting heights are calculated using ICC-ES 4. Composite limiting heights are based on a single layer of 5/8" AC86-2012. type X gypsum board installed to both sides of the wall over 2. No fasteners are required for attaching the stud to the track. full height using minimum No. 6 Type 5 Drywall screws spaced a maximum of 12"oc for studs at 24"spacing, and 16"oc for 3. Stud end bearing must be a minimum of 1 inch. studs at 16"and 12"spacing. , � '-'41i: .,,',,,,,',1'.1,01,,,,,t,"''i I4 4Q t, ,;2,,,,U3611 1= t '�""„ -c,, .6416,�0,,,iyM� {4 :x r y,5',`'^n.;.xVL 4O--,,,,i,-..,',,,4,06„g0 ''.,i: 12 13'0"f 11 1" 9'10” 10'8"f 9"8` 8'7' 9'3"f 8'9" 7'9" 1625125-18 33 16 11'3"1 10'1" 8'11' 9'3"f 8'9" 7'9" 8'0"f 7'11' - 24 9'3"f 8'9" 7'9" 12 14'9' 11'8" 10'2" 12`10'd 10'2" 8'7" 11'8" 9'1" 7'6'. 1623125-27 33 16 , 134' 10 7" 91" 11'8'+ 9'1' ''7'6' 10,7' 7`11' 24 ,11'8' 9'1'' 10'2'_ 9'1" 1 3' 12 14'11" 11'10" 104" 11" 10`4" 8'11" 11'10" 9"4' 7'11' 162S125-30 33 16 13'7" 10'9" 9'4° 11'10" 9'4" 7'11" 10'9" 8'3' - 24 11'10" 9'4' 7'11" 10'4" 7'11" 9'4" ° ' 12 ' `-1,6'4'1 14'2' 12'9' 13'4'1 (12'4' 11'2' 11'7'1 11'3' 10'2' 250512548 33 16. `14'2'1 12'10' 11'7' , 11'7'i. 11'3' 10'2' 10''0"f 10'0"1 9'0' 24 ,11"7"1 11'3' 10'2' 9'5'1'; 9'5"f 8`6' 82"f 8"2'f 12 18'7' 15'4" 13'9" 16'3" 13'5" 12'0' 14'9" 12'2" 10`11 " 2505125-27 33 16 16'10" 13'11" 12'5' 14'9" 12'2' 10'11" 13'5" 11'1" 9'11" 24 14'9" 12'2" 10'11" 12'11" 10'8' 9'4" 11'3"1 9'8" 8'1" 12 18'5' ' 15 10' 14'1' 16 1'. 13'10' 12'4'. 14',7" 12'7' 11`2' 2505125-30 33 16 rt 16'.9", 14'5' ' 12'10'-."'" 14 7' ,12'7' 11'2" 13'3' 11'5' ' 10'2' 24 14'7' 12'7' 11'2" 12'9' ' 11'0' 9'9' 11'7`„ 10'0' 8'8' 12 19'8" 15'8" 13'8" 17'3 13'8" 11'11" 15'8' 12'5" 10'10" 2505125.33 33 16 17'11" 14'3' 12'5' 15 8" 12'5' 10'10" 14 3" 11'3' 9'10' 24 15 8" 12'5" 10'10" 13'8' 10'10" 9'5" 12'4"1 9'10" 8'4" 12 18'3'1 154' '' 14 4 14'11"f '14 4' 12'6", 12'11'f 12'11'1 11'4' ' 3505125.18 33 16', - !;,16'10'f 14'10' 130 12',11"f" 12'11`1 11'4' 11'2'f 11'2'1 10'3' 24 '12'11'1 12'111 f 11'4' , 10'7'f.' 10'7'f 9'.11'. ; 9','2"t 9'2'"( 9'0' 12 22'6' 17'11" 15 7" 19'8" 15 7" 13'8" 17'11" 14'2" 12'4" 3505125.27 33 16 20'6" 16'3" 14'2" 17'11" 14 2" 12 4' 15 10"f 12'11" 11'2° 24 17'11' 14 2" 12'4" 14 11"f 12'4" 10'8' 12'11'f 11'2" - 12 ';,'22'6` 17.11' ' x'15'8' 19`8' ' 15 8' 13'8' 17'41' 14'2' 12'4' 350S126-3033 18 r^,206 16'3' � "14'2' 1711' 14 2"'` 12'4" ' ;t6`3 1211'"' "11'1" ' 24 ''17'11' 14'2' 12'4' 158'= 12'4" 10'7' '13'9 f; 11'1' •' 12 23'0" 18'3" 15'11" 20'1' 15'11' 13'11" 18'3" 14'6 12'8' 3506125-33 33 16 20'11' 16'7' 14 6' 18'3" 14'6" 12'8" 16'7" 13'2' 11'4" 24 18'3" 14'6" 12 8' 1511' 12'8" 10'10" 14'4"f 11'4" 9'8" 12 'f8'8'f 16'8' 14'7'' 15'3'!, X14'7" 12'9' ' 13'2'1 18'2"f 11'6' 362S12 18, 33, 16 ''^16'2'1 15'2' 13'3' 13'2'1 ' 13'2'f 11'6' 11'5'1 115'1 =10'4' 24 13'2'1 13'21 11'6' , 10'9`1 10'9'1' ° 9'11' 9'4 f ' '9'4'1 8'11' 12 22'10" 18'2" 15'10' 19'11" 15 10" 13'10" 18'2" 14'5" 12'6" 3625125-27 33 16 20'9' 16'6" 14'5" 18'2" 14'5" 12'6" 15'9"f 13'1" 11'1" 24 18'2" 14'5" 12'6" 14'11"f 12'6" 10'7' 12'11"1 11'1" - 12 22'10' 18'3' 16'4' 19'11' X16'0' 14'3' 18'.'1' - 14'6' 12'11' 3628125-30 33 16 - - 20'8" 16'7" 14'10' 18'1' 14'6' 12'11'. '16'5' 13'2' 11'6' 24 18'1' 14'6; X12'11' 15`9'f; 12'8' 10'11' 13'81 11'4" 12 24'2" 19'2' 16'9" 21'1" 16'9" 14'8" 19'2" 15'3" 134' 3625125-33 33 16 21'11' 17'5" 15'3" 19'2" 15'3" 13'4" 17'5" 13'10" 11'11" 24 19'2' 15'3' 13'4" 16'8"f 13'4" 11'4" 14'5"1 11'11" 10'1" Note:('adjacent to the height value indicates that flexural stress controls the allowable wa/1 height. 3 ` S i.,{r e , vt .. ',1. y z. ax,=.I�." (�m,.° .:. ; s. : Interior Wall Heights - Composite SSIVLA „,” .; T v�* d;;." C .8 ,, X3'6 Ta9'° 4 ' a°''''' '' '" °S tIsr; .. 1 ir" " r, ,+,,.aYG mm ,�. , . a 1 nm.1 x� v.b} �z x ;'!Z 1'3'} 1r6' if 4. ;15'&t'` 15'4' 13 4" 13'81' ° 13"8'f ' 12'r' 400S12848 33 ' 16'. 18``8"1, 15I? 1391' ''9;13'8',,` 1598'.f .'12'x° it'1O t ' 11"10.1 11,0' 24 ' 131'1 13'`8'1 1r2' "11'2"1 11'2*,, ..'10`7' -ter 1 9'8.1 9'T 12 24'6" 19'S' 17'0" 21'5' 17'0" 14'10" 18'8"f 15'S' 13'6" 400S125-27 33 1622'3' 1r 8" 15'5' 18'8'f 15'5" 13 6" 16'2"f 14'0" 12'2' 18'8'1 / 13'6" 15 3'f 13'6' 118 13'3"f 12'2' 10'6" ","', 24'6' 1° 1r0' . . 21'07 . . JT0'. :tilt*- 19!'8' 15`5" 13'8"; 4*05128-30' �33 16' 22'3i - 17'8"'. ,75'5' 19'5" , 155' I3'"8' 171'S 141* 122' 24,. 150 +15"5' 73'6' 16'$`1 , 13'6" 11;7' ;14'2'1 12'2" 10'4' 12 25'3" 20'1" 17'6' 22'1' 17'6" 15 4" 20'1" 15'11" 13'11" 400S125-33 33 16 22'11' 18'3" 15'11" 20'1' 15 11" 13'11" 18'3' 14'S' 12'7" 24 201' 15'11" 13°11' 17'3"f 1511* 12'0" 150"f 12'r 10'9" ' , 12, 21'11'7 21'11"f 19`8"• 4710'1 ,1710'1 .17,0" "_ 16",6'1 15'8'1 158'1 5503125'18 33 16, -' *0"`t 19`0"t 171'' 156';7, 151'S 15'6'1 ® 15,6'1 13'5''1 13'5'7 24= ' 18'6.1 15'6'1 15'6'1 - 2'3'1 12'6'1 12'441 12 30'4" 24'8' 21'10' 26'9'f 21'10" 19'4' 23''2"f 20'0" 1r 6" 550S125-27 33 16 27'11" 22'8" 20'0" 23'2'f 20'0' 17'8' 20'1'f 18'4" 16'0' 24 23'2"f 20'0" 17'8" 18'11"f 17'8" 15'5" 16'5'1 16'0" " 12 '30,5 24`10' 722'0` 0t 22'0" 19"5" 24'10' 24'2' 1410' f 6505125.30 33 . 16,' , 28'0'. ,22'9` 2'20' 10"f 20'2' W10�', ', 21'rt 10"8" . 161 24 ` 24'16" . 20'2' 'fT-10' 4" `f,. 17'14' t15'r ."17"Tf.'. 16'2" ' ,.': 12 23'2'1 22'9" 19'11" 18'11'1 18'11'1 17'5" 16'4"f 16'4"1 15'10" 6065125-1S 33 16 20'1'f 20'1'f 18'1' 16'4"f 16'4"f 15 10' 14'2"f 14'2'f 14'2"f 24 16'4'1 16'4'1 15'10° 13'4'1 13'4'1 13'4'f " - 12 52'52 a 26'9 ' 23"5 26 6 1 23 S' , 20'6`, . ,22'1197; a 1 21'3' 8"r ' ';: 60}5125.27,` 33 16' ,20t't, ,,,' 24'4' ,' ' 21`3". :,2'115 21`3. 18'7" 19'10's 19'4" 1650" ,. 24', ;,'291'1 ,,.'-'211":3` " . 16?' '., ' 16.8."1'- 18'7 "16'1'? '. " 110'1 18`2"t 12 34'2" 27'1" 23'8' 28'11"f 23'8 20'8" 25 0"f 21'6' 18'9" 600S125-30 33 16 30'8"f 24'7" 21'6" 25 0'f 21'6' 18'9' 21'8'f 19'6' 17'1" 24 25'0'1 21'6' 18'9' 20'5"f 18'9' 16'5" 17'8"f 17'1' 12 354'" 28'1" ' 24'6' 30°1U"'' 24'6'!, ;21:3"` ; 27"10.5; ; 22'3' 19"5' 600512:5.33 '33 , 16, 321'1 25`8'' 22'3" 17109 223' ' 19'6' 24'1'1' ; 20'3' 17`8'' 24 i '9;;,27'10'4 C 22'3"' . 19`5' 421,1' ,.e ' 19'5'. " +18'11' , :'. 13,13,f 17'8' Note:'r adjacent to the height value indicates that flexural stress controls the allowable wall height. See Table Notes on page 19. y4 >�^53:?" t -.,:`:,'..4:.'...''." ...<'; P ''* "''''). ,i i"." y'd "cr „b ,4 F.a ,�. a '�^1 ?.:.... '';'..4,1!.::,..,,,:e.:-,;0.Y .dy ." > ata �"s z $..'� �u w ,f ' -7 }':F�r c,1� �''':`..i,%, aC ..s�'.*�q. "� ,:,, 1;;„„k --.., ,;,.;.;;.:7,..,,:w " p Ifs ». P(�{},." , 4 a. 4..',...';'''),,,i'''''',11.,,-,,',1..' ' "Li t ja _" 2 � °s '$a?# ,� ,.� ,.,�., G , , e#�1.�:,»� e 4M1.,1;_"�'iY.r-.iw�2�#;13 4Pb�`.}4�kk�i:i�#'Fag'cs-:`�'T' i a :'N �+tv+,��'""Y' v""{kauY: 3 � D a4,'x�' CFS Version 8.0.5 Page 1 Section: Section 2.sct Ugo Double Channel 4x1.625x0.5-20 Gage AAI Engineering, Inc. Rev. Date: 9/14/2016 3:28:45 PM By: Ugo Printed: 9/14/2016 3:30:50 PM Section Inputs CFS Version 8.0.5 Page 2 Section: Section 2.sct Ugo Double Channel 4x1.625xO.5-20 Gage AAI Engineering, Inc. Rev. Date: 9/14/2016 3:28:45 PM By: Ugo Printed: 9/14/2016 3:30:50 PM Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 1.3754 in"6 Torsion Constant Override, J 0 inA4 Connector Spacing 12 in Right Channel, Thickness 0.0346 in (20 Gage) Placement of Part from Origin: X to left edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 270.000 0.076400 None 0.000 0.0000 0.2500 2 1.6250 180.000 0.076400 Single 0.000 0.0000 0.8125 3 4.0000 90.000 0.076400 Double 0.000 0.0000 2.0000 4 1.6250 0.000 0.076400 Single 0.000 0.0000 0.8125 5 0.5000 -90.000 0.076400 None 0.000 0.0000 0.2500 Left Channel, Thickness 0.0346 in (20 Gage) Placement of Part from Origin: X to right edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 -90.000 0.076400 None 0.000 0.0000 0.2500 2 1.6250 0.000 0.076400 Single 0.000 0.0000 0.8125 3 4.0000 90.000 0.076400 Double 0.000 0.0000 2.0000 4 1.6250 180.000 0.076400 Single 0.000 0.0000 0.8125 5 0.5000 270.000 0.076400 None 0.000 0.0000 0.2500 c0 • CFS Version 8.0.5 Page 3 Section: Section 2.sct Ugo Double Channel 4x1.625x0.5-20 Gage AAI Engineering, Inc. If Rev. Date: 9/1412016 3:28:45 PM By: Ugo Printed: 9/14/2016 3:30:50 PM Full Section Properties Area 0.55019 in"2 Wt. 0.0018706 k/ft Width 15.901 in Ix 1.3844 in"4 rx 1.5863 in Ixy 0.0000 in"4 Sx(t) 0.69221 in"3 y(t) 2.0000 in a 0.000 deg Sx(b) 0.69221 inA3 y(b) 2.0000 in Height 4.0000 in Iy 0.3499 in"4 ry 0.7974 in Xo 0.0000 in Sy(1) 0.21531 in"3 x(1) 1.6250 in Yo 0.0000 in Sy(r) 0.21531 in"3 x(r) 1.6250 in jx 0.0000 in Width 3.2500 in jy 0.0000 in Il 1.3844 in"4 rl 1.5863 in I2 0.3499 in"4 r2 0.7974 in Ic 1.7343 in"4 rc 1.7754 in Cw 1.3754 in"6 Io 1.7343 in"4 ro 1.7754 in J 0.0002196 in"4 Member Check- 2012 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Lx 16.970 ft Ly 16.970 ft Lt 16.970 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None k4 0 k Red. Factor, R: 0 Lm 16.970 ft Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Entered 0.2550 0.0000 0.0000 0.0000 0.0000 Applied 0.2550 0.0000 0.0000 0.0000 0.0000 Strength 1.1898 3.2697 1.9513 3.8427 2.4029 Effective section properties at applied loads: Ae 0.55019 in"2 Ixe 1.3844 in"4 Iye 0.3499 in"4 Sxe(t) 0.69221 in"3 Sye(1) 0.21531 in"3 Sxe(b) 0.69221 in"3 Sye(r) 0.21531 in"3 Interaction Equations NAS Eq. 05.2.1-1 (P, Mx, My) 0.214 + 0.000 + 0.000 = 0.214 <= 1.0 NAS Eq. C5.2.1-2 (P, Mx, My) 0.036 + 0.000 + 0.000 = 0.036 <= 1.0 NAS Eq. C3.3.1-1 (Mx, Vy) Sqrt(0.000 + 0.000)= 0.000 <= 1.0 NAS Eq. C3.3.1-1 (My, Vx) Sqrt(0.000 + 0.000)= 0.000 <= 1.0 KL/r exceeds 200. 1