Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Specifications
(322( Sv ✓ 69 44 1 Pkwy 2 140.)F -.06101 r. G R 0 11 P • -4 771ACKENZIE 1 _ 1515 SE Water Ave #100 / PO Box 14310 Portland, OR 97293 ^� T Tel: 503.224.9560 Net: info @grpmack.com Fax: 503.228.1285 STRUCTURAL CALCULATIONS Triangle Corporate Park Building III Hanging Partition Support Tigard, OR PROJECT NUMBER 2080243.09 May 25, 2010 :'`�' s ` r It V it37 : P 1 i -- P 1,. SO (5: J/3g ' 1� - TABLE OF CONTENTS Triangle Corporate Park Building Ill • Hanging Partition Support Tigard, OR PROJECT NUMBER 2080243.09 May 25, 2010 SUPPORT DETAIL 1 - 1 COMPOSITE BEAM CHECK CB 1 - CB 5 REFERENCE MATERIAL R 1 - R 5 1. • r• J • - „ ....-, • . . . • IL 0a. . 1 - i • . •_. ....,........ • 0 i O • ., I ",„ 514.. roi....,.... ,,..,....45 . . 0 7 I 0 . " N1.14 ex:4x- • pEG,. O I l O /- . - t • • yCtT,�c. w 141.2t. (--- , $/-- 3c,,, EmsnaC-, F%ez pa.oispi J. _ . . ■.i r. Tik. EX ts -r„ laz4%6/3 C • Eztskink) s SsAl‘b S— Tr.: li c ►o{ Fgo°r -I.-- I-. ii F 2 �PPoCL i (Z c Hp Mrs 1 Ar KIM Y AtkA(ntt PP4Q.T nori u•Akr=W r.). SO _ti CO, rnoq SO P PcCLT (Loos (64. Pt FTC - , Es s-ro, v_ klors..: MAX pAQt►riotJ - w cl&AAT - t 1 P : A Garb cso t . ID L�cA s�QP ��E • 'Ta P �4E l2 � t�l_owAe)1.x. 4Z- 11 T1o,J. sticVe Z t- S pEclecri o , Pcg oo E c s`c . C7 L 1 - rt e.S• • Nc0-- 4- kcL x.14« 44.0l se.c-• A SS (2 c. • T2A4i.1c -►tom T P AR:n T1 br4 SuP90 tLr BY GR UP Date 5 Q M ACKENZIEI )013# 2°802'43. ' - Portland, Oregon I Seattle, Washington I Vancouver, Washington Sht. of www.groupmackenzie.com 02009 GROUP MACKENZIE. ALL RIGHTS RESERVED GROUP 1515 SE WATER AVE, SUITE 100 - P.O. BOX 14310 - 17 A C K E N Z I E TEL 3) 224- -9 60 - FAX (503) 228 -1285 COMPOSITE STEEL BEAM DESIGN PROJECT NAME: Triangle III PROJECT NO.: 2080243.09 DESIGNER: CO DESIGN OF COMPOSITE MEMBERS AISC 13th ed., CHAPTER I, p. 16.1 -77 AISC section properties functions are adopted by reference: Reference:M: \PROGRAMS \STEELWISC Lookup.mcd Supplementary units definitions are adopted by reference: Reference:M: \PROGRAMS \Units.mcd ANALYSIS PROCEDURE 1. Plastic Stress Distribution Method 2. Strain Compatability Method GEOMETRY lb := 36.5ft Beam Span, Center - Center of Supports s1 := 27.5ft Distance to Centerline of Adjacent Beam 1 s2 := 25ft Distance to Centerline of Adjacent Beam 2 sedgel 50ft Distance to Slab Edge 1 sedge2 100ft Distance to Slab Edge 2 1b Si 1 (lb s2 b := Effective Width - 13.1a, p. 16.1 -83 min , 2 , Sedgel 1 + min (-8 8 , sedge2 , 2 C l/ b = 9.125 ft LOADING shored := "no" yes for Shored, no for Unshored Construction DL := 68.1 psf Dead Load CDL := 60.6psf Construction Dead Load bmDL := 68p1f Assumed Beam Self Weight LLpar := 11 psf.10ft• 1.5 Hanging Operable Partition Weight 2080243.09 CB I 11.0 :: a100psf Live Load (reduceable) • LIVE LOAD REDUCTION: L := LL Unreduced Live Load . KLL:=,=2 Live Load Element Factor, ASCE 7 -05, Table 4 -2, p. 13 (s1 + S2) A := lb- Tributary Area 2 • AT = 958.125 ft 2 • L := if AT > 15 _ 400 •ft , L 0.25 + , L Reduced Live Load, ASCE 7 -05, 4.8.1, p. 10 AT KLL 2 ft L = 59.266 psf 1.4• C bmDL + CDL• si 2 s2J I • Mu cons := Construction Moment 8 = 386.727k•ft Mu cons 1.2bmDL+ 1.6•LL + (1.2•DL+ 1.6•L)• 2 s2 J•I b 2 C Mu := Ultimate Moment 8 M = 829.314k•ft TRIAL SECTION AND SECTION PROPERTIES . . Trial Section: IC = ;= "W24X68<'I Fy•:= 50•ksi E := 29000 •ksi A := A(C) A = 20.1 in S := S S = 154 in Z := Z Z = 177 in • t, := t t, = 0.415 in r := r r = 9.55 in Z := Zy(C) Zy = 24.5 in • tf := tf(C) tf = 0.585 in Sy := Sy (C) Sy = 15.7 in J := J(C) J = 1.87 in . bf := bf(C) bf = 8.97 in r := r r = 1.87 in I := I Ix = 1830 in web := h /t,,,(C) web = 52 d := d(C) d = 23.7 in I := I I = 70.4 in CHECK CONSTRUCTION LOADING (Ib := 0 Flexure Strength Reduction Factor - F1, p. 16.1 -46 M := F M = 737.5k•ft Plastic Moment Capacity, F2, p. 16.1 -47 4) b •Mp = 663.75 k •ft Mu_cons = 386.727 k •ft r flag := if(4 >_ Mu_cons> "OK" , "NG!!! ") • . 2080243.09 CB ®'Z flag = "OK" CHECK ULTIMATE LOADING • f := 3000psi Concrete Compressive Strength Ycon 5.5in Distance from Top of Steel to Top of Slab Use Table 3 -19, p. 3 -156: 1. Choose a Headed Shear Stud Spacing s := 6in 2. Determine the Total Headed Shear Stud Shear Force on Each Half of the Beam • Nostud floor — Number of Studs on 1/2 of the Beam 2s Nostud = 36 db := 0.75in Headed Shear Stud Diameter •db 2 A := 4 A = 0.442 in Cross - Sectional Area of Headed Shear Studs Irvin 4•d 'min = 3 in Minimum Shear Stud Length -11.3, p. 16.1 -78 wc,:= 145pcf Concrete Density )1.5 Ec := 33 w fcc .psi Concrete Elastic Modulus, ACI -02 8.5.1, p. 89 pcf psi E = 3.156 x 10 ksi F := 65ksi Specified Headed Shear Stud Tensile Strength R =1 1.0 for 1 stud per flute, 0.85 for 2 studs, 0.7 for 3 - 13.2d(3), p. 16.1 -86 R := 0.75 1.0 for no deck, 0.6 for deck oriented perpendicular, 0.75 for deck oriented parrallel - I3.2d(3), p. 16.1 - 86 Q := min(0.5•Asc• fc7c, R9'Rp•Asc•Fu) Q = 21.493 k Nostud • Qn = 773.765 k • 3. For the Chosen Beam, Choose a PNA Location, (Distance from Top of Steel Beam to PNA, Y1) and corresponding Total Headed Stud Shear Strength (such that it is less than the available stud shear strength) • EQ 741k Total Headed Stud Shear Strength 2080243.09 CB* 3 law= if(Nostud ? EQn, "OK" , "NG!!! ") Ensure Shear Force Provided > Required flag = "OK" 4. Assume a Distance from Top of Steel Beam to Concrete Flange Force, Y2 Y2assumed 4in 5. Determine Moment Capacity From Table 3 -19, p. 3 -156 M 1110k ft Nominal Moment Capacity Mn Pb 4b•Mn = l.11 x 10 M = 829.314k-ft flag,:= if(I)b•Mn ? M ,"OK" ,"NG!!!") flag = "OK" 6. Check Y2 Assumption EQ a := Compression Block Depth 0 . 85 •fc•beff a = 2.654 in Y2 := Y con a 2 Distance from Top of Steel Beam to Concrete Flange Force - Y2 = 4.173 in fla C := if(Y2assumed < Y2, "OK" , "NG!!! ") Ensure Y2 Assumed < Required flag = "OK" 7. Check Deflection E n := — Modular Ratio E n = 9.189 t := 2.5in Thickness of Concrete (above flutes) Atc = bell tc Transformed Concrete Area n A = 29.791 in 3 b eff • tc Transformed Concrete Moment of Inertia Ito n•12 I = 15.516 in tc) 2 + A tc . d + Yuan - 2 y : _ \ Area Centroid A +Atc 2080243.09 CB OA y= 21.464 in 2 2 t 2 J : = I, + A•�y - 2 + Itc + A d + Y - 2 - Y I Effective Moment of Inertia • l 4.957x 10 s1 + s2 W := bmDL + (DL + 0.7L) • 2 Service Distributed Load (use 7 0% of live load for superimposed deflection calc) w = 2.945 x 10 plf 4 5w s 1 Atotal b Total Deflection 384 • Es' leff Atotai = 0.818 in 5I LLpar + 0.7•L• / s1 2 52 I•I par \ Live Load Deflection w/ Partition 384 •Es•leff 'par = 0.348 in • 2080243.09 CB$ S *'i . � • ∎•• R y.S �!{.S ( 7 L , :r •tire r y ... c •C � _! i ' 1 ' .. • r.'� • ' ` i: . �r . f NL f .., F ` , p � ..o n `r r 9f - r. - Y, ti, �, •' 1�H$} !s g x t' L :.gr , S" , ,�_,.'� . S s , •- : t„ : ''''..;',:;•.:',.....:1‘.:•::;'• , .. � s � ' h r, - nu` : _ ' r y �T l • ,, " -k Y. � Y. Y " � ), I _ ` � r"11 ' l ,s.; • i:• . 4;, 1-•• � '... a : i' ^ r ; •' j t . - ,Y. • i '' ',..‘;.11—f - e.., '"3�,..�-,.t'�Y' "11:5 fi 1 ; •• f�..t•.f £ ) } 'e '' r , S a. ,. 7 t fi i " „r i d..y •� .. ; t' { *, 1 }, d 34YR - t t � ! 7nr 1M1 f ' I �� 1 it en v ' } .; - 1 a+,e - _ - X 11 _ • ' rte . : • A i�{ '�.( !.71 - . .. - f ) � ; .. /may' .t r T :, AA N•p • f ' ,„ - A v t „. ' y • ' + y ff e _ rCf `77 ! t r _ I'k 7 - • • • l y r 1 t i i ,t f • ., ' _ , e ' I. _. . ._. _ . .. 3 r • • t / • • • rI � `4� 4 • • . i • 4 , - -- : ,- - 7- ,11 - ',;•. -`ix , f "•1ii .• • y • 1 _ f f N • E Z u © 4 as 0 ma .. d t i ll Q. ARCH POO J n a ®Wert AID MAPS O O O O O G H o O O PLPCpOTfi I I ; �) , II 1 9..0. ST-•- TT-•• ;-a N'-0 L- n•-. 21 - The ( m 'l fl ._, LIS di i 1 $ 1 ' E1P SI DASENISl D1uO2DN(1 oYm, S urd .." I 7 \} o _ • 1 U L A.nM Ir '# I J IJ : . ° .. 3 _ [ � a 11P. Z. : 1 7 $ 0 mar ° ° 3 B El j O s tl m DAs LJ,. mum •N7 mNdT aM'+ y ,_ O _ 1x LLO.10�6i O W m © � 6 ----t- .AISIW rl tar � w ° i�' ,�' . 0 .mo5ti 'i ( l o ,�I d. h ® Q d _ p . • Tb A ..__ r - 4th'�47■J M inmak D. 7 : - 40 0 I TJ msr .so SI.A.B I .,s"' _ � IF PSCL•• -L1m ii.i _ 7� B EL near, ` 00 .1 ° • MN m. e RES ARDI FOR DI m rd• MSS '7 OP MOO. ` �F ° P m D ID1M'T{ . ° mum L 01, ° 4' A - I °fl OM ` ■1- 1 O t11 7 ,I m S n e °.r i em 1 I TTP. tTr. m 1 II -IC . - i 0 1 i 11 P4 NOTE • TQt: .me , D ' e i l •OCATES SPAN DDECTION CP f - •TO OA COMPOSITE DEOC .11S NLii1AL CEOIR CONCRETE TOPM. AND •d.1C TAW T CUP. 2. 11 2. •OCATPd WAN DPTL1IOI CF M'-TO OA ITS I' IT ROOP DECK t t a e d 1000! •DCATEO EL/WATER At TOP OP SLAB a E SOCATES 5OLTED CaNECTIOC RIM VW • Sera O GROUND FLOOR FRAMING PLAN a ® • Dlu res BOLTED ea.D.cIONATCw+v+meDULL REP.ue•J 1 /E -p •. On SDICATED ISSAPAN CN�R a NOle eaP„ a 1. (X1 •DCJTEO WIDER OP % WADED SCAR ante ( 0' � 96d' E a REP. ARCH. PCR EDOE O' SLAB AT RADSD PORTION OP 0$.CIB ae m veMPT ALL memo LOCATIONS MI ARCH 62.2 • CONSTRUCTION SET - T°°" I I 4 .1 COMPANY I PRODUCTS I PROJECTS I LOCAL DISTRIBUTOR SERVICE I I Contact Search C1 • Kona 1 Products 1 Space Division Products / Acousti- SeeLOperable Partitions ► Paired Panel Systems PRODUCTS Overview Product Details & Downloads (64) References Operable Partitions Moveable Glass Wells Accordion Partitions Overview t9 print this window CUSTOM SPECIFICATIONS Paired Panel Systems: Acoustl -Seal 932/932FS/912/942 SpecWizard �... - "• Available in top - supported or floor- supported configurations, the center -hung, paired ACOUSTICS - panels are perfect for straight -line openings and offer quick, easy setup. Acoustical Guide _ '• r Q Hinged together in groups of two, facilitating quick, easy setup. DOWNLOADS i 1 -Y • No auxiliary storage track or support required. Economical overhead support of straight -line track. Downloads for all Products Paired panel systems are usually the answer for straight -line openings that Smooth operation. PRIVACY STATEMENT & do not require multiple locations or SOSS Invisible Hinges or Heavy Duty Barrel Hinges with lifetime guarantee. TERMS OF USE offset storage. Simple automatic bottom seats for efficient operation. Privacy Statement & Terms of ► 1£ch➢)coi ping Suited for applications that require exceptional durability, acoustic control, and frequent use. Use Panels are designed to be stored at either or both ends of an opening. Frequently used to divide classrooms, meeting rooms, or office spaces. • . r c � ark -} • For straight•line openings that do not require multiple locations or offset storage the paired panel system is Ideal. Quick and easy set up Is possible since panels are hinged together in groups of two and move In a straight line within the opening. The 932 solves most of the basic needs of schools, churches, training facilities, and office environments. The 932FS floor supported partition is a goad solution for facilities where the existing overhead structure cannot support the partitions weight. The 912 addresses 1 -hour fire rating requirements and the 942 addresses high acoustic requirements (for the ultimate in acoustics use the Ultra - Seal single panel system). Paired panels are typically used to divide classrooms, conference or meeting rooms, and office space. er.1111111M11. Acoustl -Seal 932 932FS 912 942 Model Acoustics • 41, 45, 47, 50, 52 41, 45, 47, 50, 52 45, 50, 52 55 STC Panel 3.06 inches 3.06 Inches 3.06 inches 4.25 inches Thickness - Nominal (76 mm) (76 mm) (76 mm) (102 mm) Operation Manual Manual Manual Manual Frame Roll Formed & Roll Formed & Roll Formed & Roll Formed & Welded 16 /18 gage Welded 16/18 gage Welded 18 gage Welded 16 gage Steel Steel Steel Steel Finish Carpet, Fabric, Carpet, Fabric, Carpet, Fabric, Carpet, Fabric, Options Vinyl, Plastic Vinyl, Plastic Vinyl, Plastic Vinyl, Plastic Laminate, Full Laminate, Full Laminate, Full Laminate, Full Height Marker Height Marker Height Marker Height Marker Board, Veneer, Board. Veneer, Board. Customers Board, Customers Customers Own Customers Own Own Material, Own Material. Material. Uncovered Material. Uncovered Uncovered Uncovered Skin/Face Steel, MDF Board, Steel, MDF Board, Steel Steel Options Gypsum, Wood Gypsum, Wood vn ven eer ) Maximum Unlimited 80' -9' (24.8 m) Unlimited Unlimited . . Opening Width Maximum 18 feel 12 foot 18 feet 18 foes Height 5.5 m) _(3.7 m) _ .. _(5.5 m) _45.5 Hanging 8 to 11 Stoll 13 Weight 111141111 (Ibslsq.ft.) - STC • • dependent . • Pass Door single hollow metal. singlo hollow metal, single matching single matching Selection single matching single matching construction construction construction construction Acoustl -Seal 932, 932FS (Floor Supported), 912 (Fire Rated), and 942 (High Acoustics) come with the choice of all steel extended warranty suspension systems or aluminum track systems. rty x _u 'gyp,. ' �'� ln'�Y` -' r I (, ih ti ti Ir b ss}'.'.f� *YFt ..•, 1 ivgl • - ,., ' . . • • • - . .. a .--.17-. :. •. r a l .‘,...,...._....:...,....___,......,_•.._ ........,.......„.,..„.. ,.,....„..,,_„...,.. :„.:_r„... di ,., ..'' .., ,.." E . , ;-„ ` ; AA i1 i� , Cr • 11. r ,,,: ' 4(!1➢I -- .c, > `.--. . • ., .. - 4 • Ask your Modemfold Distributor about the Custom Solutions available for your paired panel system. { I r - �.. y , s. s 1 .. .1 ( Y ) t - I F�' 10... a It 9 o-. - a y '''.,/ .i ;,� (k 0, . T it' dH ' ( - j .- - ' v ' '^' ; [i'i'.?'7 I s r ' $;i1 . ti 4 I ' , r:;-1 r, a Send too friend I Sitomap I Product Index I Driving Directions I Privacy Statement 8 Terms of Use O DORMA 2003 -2010 (2-4 Acoustl Seal ° ti ''ti * '' i 932 f " r ', s > 10 2226 §Modemfold® ; w > Technical Data Operable Partitions • ACOUSTI -SEAL 900 SERIES TECHNICAL DATA SUSPENSION SYSTEM OPTIONS . #30 Track System Standard Spacing #30 Track System Optional Wider Spac 3.50° 5.50° (89 mm) (140 mm) GAGE GAGE STRUCTURAL 2.50° STRUCTURAL i 4.50° SUPPORT NOT (64 mm)1 SUPPORT NOT (114 mm) I BY MODERNFOLD GAGE BY MODERNFOLD GAGE l ,, 11 rip : ` , I I , I I I ; � 8° (10 mm) DIA .3 I. .38° (10 mm) DIA ,, x 9° (229 mm) ., // x 9° (229 mm) I LONG HANGER ��, / LONG HANGER I E , � ' RODS BY E X * II VA MODERNFOLD I MODERNFOL E ' , `� '2 0 HANGER BRACKET � '� ii • „ g 0 ril i BY MODERNFOLD - ' -' • `I I r J , BRACKET BY , ♦ , ' I 1 �1 MODERNFOLD ( mm) e, 11 t (19 mm? '.', r 1M M e, y . i ��''� .., y ,, - ,50x7,05 I I C LG ���y� F,sy.�'��1 m J l Gdxf wa CLG � ���' T . f �� � � � `' r __ LINE Ilk a .�� ) LINE - ,+i ° e. — ..1 STEEL ell STEEL t , ����� /1! BALLBEARING 111�1dI1 BALLBEARING !-a MI , �!� TROLLEYS y ■ TROLLEYS I • M I11 a VINYL TOP SEAL (I VINYL ■ 'I ■ �i I TOP SEAL NO • • 5.38° _ (137 mm) _ _ 5.38° w TRACK w (137 mm) = Z TRACK Z O o F a $ v g a . m m u. • Model Detail from Website Model Detail from Website q:41-S:1;149%:.;,1:• 4,, AS ,1F2 ,, 10 Please contact your local Modernfold distributor for further assistance, or visit our website at www.modernfold.com. • 0--c) .