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Specifications Received. 6/ 7/00 14:34; 5032281285 • :PROTEMP ' ASSOCIATES; 'Page 1 Sent by: GROUP MACKENZIE 5032281285; 06/07/00 3:26PM;Jex #204;Page 1/16 • • Ate a -ooa 35 6 . R A u p i5 sK/S, cu —±PLACKENZIE1 FAX COVER SHEET U 0690 SW Bancroft Sheet / PO Box 69039. Portland OR 97791 Tot 503224.9560. Net info @grpmack.com i Fat 503.228. 28S Company: pg o •`7raMP Project Number: 2 O o b 157 1 Attention: 4/2E6 4 R v 7 Project Name: T L G I.3 9 Fax: 2SZ— 9147 Date: 6-7 --ao From: m p 1 J iw Description: GA TOTAL # of pages NOTE: If you did not receive all pages, please call our Records (Including this cover sheet): l 4 Department at .503/224 -9560. To send faxes, use 503/228 -1285. Comments: ZACPr tom` c: by FAX to: FAX #: CONRDENTIAUTY NOTICE The informanoh contained in this toalmtle transmission 6 confidential and is intended only ler the use of the Rtalvlduol or ettIIy horned agave• the reader of this message b not the intended recipient, this serves ea as ofl � Well received re Immediately t 0 I . 01 1: arorgY la Idtum reliance On trio eanfents of this coenmunitbn strtctty prohibited. if this of the alpinol lacskrh6e. — "x.:o, r.« n f: >. :ax s • ro « <x'" t: if Ym< r xe y ;� : .s. • �tsxu :..k..a iylrgtaak+.)ttf /:ik Aff}.K.' ,,f 'a�'ief.4 [ YF(fu J ) JM v ti• <: N : •A '<d .I to < ,.'r }� ,a5 ' . � da , � a � Ri +Akei swx:i :;$; ; Rt , : 4R•r':::» : tu:.ra: . : ;. ; :: x Rty':a sur<t> v:f :*1: ;11 .,fa .. {;: 1 , � {{ «:j� :ef }Kdti'e:L:� f. s: ue'... .:a u.w wtl +�. o r�:r:l� a :i`.6v: i : � 'o� t ia Aa+ . 'a , y`, : f *Wig A•:2.t ...0 ,: t(` >.. ..,,` ,... «: �.k[[a.. >..a : „[tw; .x » : <Y•.s�. 'k[!t?. i..t j' :e;..fn'�:u Mkt ;t ':: py� .}( , {c'�S y f+, >L� T � $ w< j; 0.: ai.: n:{ �. f:: YrD: o: �: oRiAeC .k:'t.i>L�ilti::wei��i:i:va>. . �,A<i <.'.iki�l+:<[ .�.).0 #[:u a,�X:b:aeyS�•�.f. �.xe�f; i�'ty� M1: ` WiJl:hh ,�eVitYP! X -'iT :fe,w.: '.' i:: >i::.00'o"S"::ise:`.4°tSS'. tic. p,:�a,sera..:`u`'<°e:.»i'Ar�'y1: �'°`.".'kfiwYf'f . ew. wra........°. 2k. �....°.v:�1.F.. ».. mea. [., fSi: SStl�i <a.�a..ea�.[u..•.�....ti tt:..'pCR:: aw .Y.' ......... 5'r.•; FAX INSTRUCTIONS PLEASE NOTE THAT AN ORIGINAL OF THE FAXED INFORMATION WILL NOT BE SENT TO RECIPIENT(S) UNT•F_t'S SPECIFIC INSTRUCTIONS ARE GIVENBELOW-• IN- HOUSE COPIES 0 Send in -house copies to: DISTRIBUTION (Please select ovdy ark): O OTHER INSTRUCTIONS (Ony if none of the _ lie for further action. (NOTE: Sender ngxvis bie go ensure above choices work): adequate file copies art made of all information). O To ogg after faxing. O Copy for MEM Original to to (NOTE: All attachments to the cover sheet will also go to file). O Copy for ; Original to WWI. O To Valtla (ONLY if document sent origin” ated in Word Processing). Received: 6/ 7/00 14:35; 5032281285 -> PROTEMP ASSOCIATES; Page 2 Sent by: GROUP MACKENZIE 5032281285; 06/07/00 3:26PM;Jet #204;Page 2/16 . 5 ( NoT6 CoM1?AC og. To 4 •! VN IT IN vIGINYN SFIOwN • 1 I 4 CD Extgrwo COWMN I I . 1 it e I II) text. OCL. NO. z • 4 I ME<- HAI1'(A�- t) IT (I)' , 1)12 rta�� ! + . I 700 lb • MAX. OCL. (2.) 2.X4. DR.- No.Z 1 W/ 164. hl#t L Q I . : i i rrp. SL7l6FiEl D-- i i i i i RelAk!N uhtc\ft- C)clsTr/i6- 54P iP'- H I I 1 i M (ta %/56.(1 AS I ` i ` I E.�s »N6' putzLlt� PARS oG %)SL. 2K I I I i 6kts ~, )•tr 6,laut...1M ~z. • • v mint, f41TA{.H LOA FRAPlukr st- L ‘ t •,, - 1 ur4II' to LJ rt3 PI=R MFQ. %..") 4: e i LAIN. dill S..a../ GA. 4oENIEQ t'`1 ...„., ..1.. ill MW-i . jNlt PAM Ire �_ .i ; t- - G•a I SAE- SPAcEtr IVA-C- BY 51( .5 7.4 _ . via 1'' . .! _ V3S Oat. 4( `'1oo G )obA ZOod183 �j,� C K E N Z LE 0690 SW Bancroft St /PO Box 69039 Portland, OR 97201 -0039 Sht. 1 of 2 - 701: 503.224.9560 Hot: in1eO9rpmaek.tom• Far: 503.228.1265 02000 600o• xA(ttt /It. ALL t, Received: 8/ 7/00 14:35; 5032281285 -> PROTEMP ASSOCIATES; Page 3 Sent b'/: GROUP MACKENZIE 5032281285; 06/07/00 3:26PM;,Jef #204;Page 3/16 • • TOE Hik1L wf * t - w c00 c���' ✓ ,t LT or+ A- ■gG:4 LAO S v8 ?vRLI N Sf 0a 6F to i3Lxc:nrar gt:raib i r - --� ; 3ttc.< 3E I Ut4 U32 L • I i I • r �� Rt E?c ►sT; N(r • _ I Pv i N WS • (/. r { • I EXPIRES: & • 30 SPCC. SPAC.G ii,/ — ay S k 5 M ! • Vf 1 I [ l rt,ei� Date Czi 71 n " P -' - A C K E N Z I E! Rib* i f� 0690 SW 3ancroft SI /PO 3ax 69019 Portland. CR 97201.0039 SM. ca _ 2. _ Tat: f.03.22 Het: inie .Dgrprnacic.corn Fax: 503. :28.:285 01911 ieeu. NaeetuLuI• 41.1. +tcr.s eesu•eo Received: 6/ 7/00 14:35; 5032281285 -> PROTEMP ASSOCIATES; rdtii° Sent by: GROUP MACKENZIE •5032281285; 06/07/00 3:26PM;JetTaX #204;Page 4/16 ,GROUP -- 1qACKENZI E1 0690 SW BANCROFT STREET - PORTLAND. OREGON 97201 -0039 ' BOX 68039 TEL (503) 224 -9560 - FAX (503) 228 -1285 MECHANICAL UNIT SUPPORT PROJECT NAME: Spec Space HVAC PROJECT NO.: 2000183 DATE: 6/7/00 ELEMENT ID: DESIGNER: SKS W :=700.1b TOTAL WEIGHT OF MECHANICAL UNIT • P corner :=200-lb MAXIMUM CORNER WEIGHT (use W/3 if not specified) • P curb :7 " 25 assumes 100 lb curb (100/4 =25) I meth � ' 7 mechanical unit length meth � = 4' mechanical unit width hmech mechanical unit height • l sub : ° 8 • SUBPURLIN SPAN s := 2 -ft SUBPURLIN SPACING . I Pur : =45 .ft PURLIN SPAN L. gig ' - 50•ft GIRDER SPAN • 01 � aIxt /-- ` S • EXPIRES: ar p • to p, .g r3 Received: 6/ -7/00 14:35; 503228128 -> PROTEMP ASSOCIATES; Page 5 Sent by: GROUP MACKENZIE 5032281295; 06/07/00 3:27PM;Jet( #204;Page 5/16 Roof Dead Load: • roofing := 2.5•psf . plywood := 2 •psf subpurlin := 1.0•psf insulation := 0.5•psf ceiling := 1.5•psf sprinkler := I.0•psf electrical := 0.5•psf purlin := 1.5•psf DL 1 :=roofing + plywood + subpurlin + insulation + ceiling + sprinkler + electrical DL 1 = 9 epsf DL 2 := DL I t purlin DL 2 = 10.5 °psf Roof Live Load snow := 25 •psf' LL := snow LL = 254psf • `consider unbalanced snow condition for cantilevered roof system p,2of13 Received: 6/ 7/00 14:36; 5032281285 -> PROTEMP ASSOCIATES; Page 6 Sent by: GROUP MACKENZIE 5032281285; 06/07/00 3:27PM;JeWaX #204;Page 6/16 • FRAMING P mech := P comer+ P curb P mech = 225 lb I sub I mech • P framing ° DL 4- LL — �— P framing =476 lb w framing != DL 1 + LL 2 w framing = -34 1 :11f Find maximum moment P mech t P framing 'I sub 'A' framing" sub M max := 4 t 8 M max = 2.009.10 P mech t P framing w framing' sub V max 2 2 V 486 lb max M max S REQ 900 •psi •1.15 .1.3 S REQ = 14.93ein A 3 Vmax q Q =6.68 Rio REQ? 95•psi•1.15 • S 4x6 :=17.65:in Define Actual Section Modulus Here A 4x6 := 16.51n Define Actual Area Here • S xx : = if. S REQ <S 4x6 , "OK" ,"NO GOOD" • S � = "OK" A if AREQ <A4x6, "OK ",''NOGOOD" . A _ „OK., Use 4x6 No. 2 DFL HANGER R max :=V max R max = 486.5 lb It allow := 2415•lb Define Allowable Hanger Value Here • HANGER if R. max <R allow, "OK" ,'NO GOOD" Use Simpson B48 Hanger or sunder HANGER = "OK" - • P. 3 o f 13 Received: 8/ 7/00 14:36; 5032281285 -> PROTEMP ASSOCIATES; Page 7 Sent by: GROUP MACKENZIE 5032281285; 06/07/00 3:27PM;,Jetx #204;Page 7/16 PURLINS . . 2 112x18 Glulam Beam: S x := 135 •in . A := 45.0•in I pur : =25•ft w:= DL 2 + LL 'I sub w= 280plf P corner P curb P t P meth = 537.5 lb P meth �- P comer t � + curb � VI max := 283.24.in (see attached) (see attached) V max := 3.8-k . ' • f M max fb 2 -048 10'^psi b Sx . ( 21 1 12' 5.125 F := 2000•psi•I.15• Ts • Tg • . 5 Fb = 2.332•10 Bending := if. f b <F b , "OK" ,"No Good" . Bending = "OK" . 3 V max f v = 126.667 .psi f =7 A Fv:= 190•psi•1.15 F 218.5'psi . Shear := if. f„ <F v , "OK" . "No Good" Shear = "OK" P? LA ey13 . • Received: 6/ 7/00 14:36; 50322812 -> PROTEMP ASSOCIATES; Page 8 Sent by: GROUP MACKENZIE 5032281285; 06/07/00 3:27PM;,JetX #204;Page 8/16 Choose "Title Block" menu item on Settings Screen to change these five lines to your own special title information & company logo Date: 06107100 Pape: SINGLE SPAN BEAM ANALYSIS SPAN DATA - MEMBER DATA --- ---- -- Center Span - 25.00 ft I:Inertia - 1.000 in4 All distances for load locations refer Left Cantilever - 0.00 ft E:Elastic Modulus - 1 psi to left support. Neg f 1 distances Pin1Pin means load is on left cantilever Right Cantilever - 0.00 ft End Fixity UNIFORM LOADS TRAPEZOIDAL LOADS Center Span #1 - 0.28 klft APPLIED MOMENTS CONCENTRATED LOADS # 1 - 0.338k at 17.00ft SUMMARY - - Moments Shears Deflections Max. Span Moment = 23.56 k•ft Left Support - 3.66 k Max. @ Span - •2653769054.835 in at 12.55 ft Max. Mom. Location - 12.90 ft Right Support 3.78 k Min. Span Moment - 0.00 k•ft Reactions Min. Mom. Location 0.00 ft Left Support • - 3.66 k Max @ Left Support - 0.00 k•ft Right Support - 3.78 k Max @ Right Support - 0.00 k•ft Query Values MAXIMUM MOMENT - 23.56 k•ft Between Supports @ X - 0.00 ft, M - 0.00 k.ft, V - 3.658 k, Defl. - 0.000 in 23 56 in i , - C y 1+0.0- :9..ea. ,012.09 h 0 . 00 . _ .. 1101. . 0.09 N- •00.00 r1 3.63 llllllhIlMINIIIIIIIIIIlllllhIMI1111111111hllI 0.26 LI11IIIIIllIll1111111111111111 11111 T1n0Y . 3.65 910• • 0.00 1 wn10 -- 9.71 019e02S 00 .3 77 °nix • 0.00 In • 0.00 f1 Onto - - :6'r77e7054.03 1n• 125 <f 1 I - 265376 I 25.00 "I ! , : 3 1 =.5 1 0.0 r p. c ot: 13 V4.413 Icl 1983.95 ENERCALC Mackenzie Engineering, Inc.. KW0602071 Received: 6/ 7/00 14 :36; 5032281285 -> PROTEMP ASSOCIATES; Page 9 Sent by: GROUP MACKENZIE 5032281285; 06/07/00 3:27PM;Jefx #204;Page 9/16 GIRDER 6 3/4x33 Glulam Beam: S x 1225 in • A := 222.8•in wt := 48•plf I pur := 25 .ft /I 1 12 . 1 5.125 .1 F := 2400•psi•l.15. 743 • 33 T.13-- , Fb = 2.249.10 F 190•psi•1.15 F = 218.5°psi P purlin_DL DL 2' sub'I pur P purlin_DL = 2 1 103 lb P purlin_LL '= LL'1 sub pur purlin_LL = 5'10' lb Calculate Reactions from end spans and use loads to determine maximum moment. (see attached) For Balanced and Unbalanced Snow Conditions: M max := 2612280-in-lb V max := 27000•Ib • f :_- - f = 2.132•l0'"psi Bending : =if fb<F b. "OK ", "No Good" Bending = "OK" Shear if f y <F v , "OK" . "No Good" . Shear = "OK" • I.c oF13 Received: 6/ 7/00 14:36; 503228128 -> PROTEMP ASSOCIATES; Page 10 Sent by: GROUP MACKENZIE 5032281285; 06/07/00 3:27PM;Jetrax #204;Page 10/16 Choose "Title Block" menu item • on Settings Screen to change these five lines to your own special title information & company logo Date: 06107100 Page: SINGLE SPAN BEAM ANALYSIS 'V}L, :N&C SNOW SPAN DATA MEMBER DATA Center Span - 45.00 ft I :Inertia - 1.000 in4 All distances for load locations refer Left Cantilever - 10.00 ft E:Elastic Modulus - 1 psi to left support. Nag I'•1 distances Right Cantilever - 0.00 ft End Fixity PintPin means load is on left cantilever UNIFORM LOADS TRAPEZOIDAL LOADS Center Span #1 - 0.05 klft Left Cant #1 0.05 klft APPLIED MOMENTS CONCENTRATED LOADS It 1 - 19.400k at - 10.00ft # 2 - 7.100k at - 3.00ft # 3 - 7.100k at 5.0Oft # 4 - 7.100k at 13.00ft # 5 - 7.100k at 21.00ft # 6 - 7.100k at 29.00ft # 7 - 7.100k at 37.00ft # 8 - 0.736k at 1.00ft SUMMARY Sh Deflections Moments Max. Span Moment - 142.12 k-ft Left Support 26.97 k Max. @ Span - •39264093359.072 in at 25.53 ft Max. Mom. Location - 28.94 ft Right Support 12.83 k Left Cant - - 6698075901.757 in at -10.00 ft Min. Span Moment - - 217.70 k -ft Reactions --- 52 55 k Min. Mom. Location - 0.00 ft Left Support 12.55 k Max @ Left Support - •217.70 k -ft Right Support - Query Values Max @ Right Support - 0.00 k-ft MAXIMUM MOMENT - 217.70 k-ft At Left Cantilever @ X - 0.00 ft, M - 2 0.00 It-ft, VV - - 0 25.571 k. .000 K. Deft Deft. - 0.000 in tyf; 14$.12 0 d 0 {• O O O O 0 nm. ■- 142iv,.t•26.9e rn r 0 N r` I- nr.,.. - -:17.e9 11 -. • 0.01 h ii • 217.64 2557 11111110. 04111111111111111111111111111111111111111111111111 r lIII111111 UIIIIIIIIl1111111111111111111111 rm.. - 2s .1.. •001 r mt... - -26.97 Moe. -0.10 ft -26.97 pm.. - 7S61207a .56 1. • - 1.03 ft Onin - - )9264093369.0 • 25.57 ft -40 6.093Z59.07 10.00 45.00 4 1 .10.o .0.5 8.5 ;4.1 5 4 Mackenzie Engineering. I nc.. KW - 0602071 Received: 6/ 7/00 14:36; 503228128 -> PROTEMP ASSOCIATES; Page 11 Sent by: GROUP MACKENZIE 5032281285; 06/07/00 3:28PM ;JetfaX #204;Page 11!16 Choose "Title Block" menu item on Settings Screen to change these five lines to your own special title information & company 1090 Date: 06107100 Page: SINGLE SPAN BEAM ANALYSIS \fTLA C/ %11)\41 SPAN DATA MEMBER DATA Center Span - 45.00 ft I:Inertia 1.000 in4 All distances for load locations refer Left Cantilever - 10.00 ft E:Elastic Modulus - 1 psi to left support. Neg I - distances Right Cantilever - 0.00 ft End Fixity PinlPin means load is on left cantilever UNIFORM LOADS TRAPEZOIDAL LOADS Center Span #1 - 0.05 kilt Left Cant #1 - 0.05 klft APPLIED MOMENTS CONCENTRATED LOADS a 1 - 19.400k at - l 0.00ft a 2 - 7.100k at - 3.00ft a 3 - 7.100k at 5.00ft r# 4 - 7.100k at 13.00ft a 5 - 7.100k at 21.00ft a 6 - 7.100k at 29.O0ft # 7 - 7.100k at 37.00ft a 8 - 0.736k at 22.50ft • SUMMARY Moments Shears Deflections Max. Span Moment - 147.77 k -ft Left Support - 26.97 k Max. t Span - 41469302351.103 in at 25.31 ft Max. Mom. location = 28.94 ft Right Support - 13.18 k Left Cant - - 5447606229.287 in at .10.00 ft Min. Span Moment - - 217.70 k -ft - Reactions Min. Mom. Location - OR ft left Support - 5 2. 2 0 k Max @ Left Support - - 217.70 k -ft Right Support - query Values Max © Right Support - 0.00 k -ft MAXIMUM MOMENT 217.70 k-ft t Left C ntlever @ X - 0 00 ft, M - 2 0.00 k ft, V - 0.0 0 k, Defl fl - - 0.000 0.000 in i n At V /- N o l 1_777 o x, Tri -. O O o .......,47.7„... 26.9. it n r r r N 0 r r 1,- 1n- •217.69 ft- ..0.01A 1 - 217.09 16.21 h Ill 0.04 I1111111111hhlllhhlU111111IhIhIU1l t t •' lluh110111111111hIll11h1hl1Nh1lhh1 ..„... 75 zl ....p• a 0 01,1 Wm /. - -26.97 n.. • -0.10 11 .26.97 0,1,66 - 549676276.7. In ..1 67 n 01nill .. M4693023 .. i 25.b. f1 • I - 41409302371.10 10.00 t 45.00 n i I 1 1 1 I i 11 -10.0 -0.0 04 173 26.7 me *S.0 r.8 o1;13 ,.• ,^ .• • rte r.1enr.10 Mackenzie Engineering, Inc., KW- 0602071 Received: 8/ 7/00 14:37; 5032281285 -›. PROTEMP ASSOCIATES; Page 12 Sent by: GROUP MACKENZIE 5032281285; 06/07/00 3:28PM;Jet #204;Page 12/16 . Choose "Title Block" menu item on Settings Screen to change - these five lines to your own special title information & company logo Date: 06107100 Page: SINGLE SPAN BEAM ANALYSIS UN (3k Lh SNov" L L LFT) . SPAN DATA MEMBER DATA Center Span - 45.00 ft I:Inertia - 1.000 in4 All distances for load locations refer Left Cantilever - 10.00 ft E:Elastic Modulus - 1 psi to left support. Neg ('•'1 distances Right Cantilever - 0.00 ft End Fixity PinlPin means load is on left cantilever UNIFORM LOADS TRAPEZOIDAL LOADS Center Span #1 - 0.05 klft Left Cant #1 - 0.05 klft CONCENTRATED LOADS APPLIED MOMENTS # 1 - 7.110k at •10.00ft #2- 2.100k at -3.00ft N 3 - 7.100k at 5.00ft # 4 - 7.100k at 13.00ft #5- 7.100k at 21.00ft # 6 - 7.100k at 29.00ft # 7 - 7.100k at 37.00ft # 8 - 0.736k at 22.50ft SUMMARY Moments Shears Deflections - Max. Span Moment - 204.46 k - ft Left Support - 22.15 k Max. @ Span - - 70735729635.937 in at 23.11 ft Max. Mom. Location - 21.01 ft Right Support - 1624 k Left Cant - 37628886065.472 in at -10.00 It Min. Span Moment - -79.80 k•tt Reactions Min. Mom. Location - 0.00 ft Left Support - 31.84 k Max @ left Support - .79.80 k -ft Right Support - 16.24 k Max @ Right Support - 0.00 k•ft Query Values MAXIMUM MOMENT - 204.46 kft Between Supports @ X - 0.00 fir M - -79.80 k -ft, V - 22.155 k, Defl. - 0.000 in At Left Cantilever @ X - 0.00 ft, M - 0.00 k•ft. V - 0.000 k, Defl. - 0.000 in 0 0 o 0»O t` N O h t` P O O N P I 1 0 Y n-u. 2004611 -e• 21.02 II M1ntn • -79.79 11-11 • 0 01 a n - 79.79 111110.04 iiU111111111111111111IIIII1lIDDI1INIl i i'IIIIII1111hIIDIIHIlIIIIIIllllhIll I 15 .0 •,e.s• 37.1 . 49109. 01 Hi 7m1• 0 -1636 a w • 05 00 II . 16.2+ 376286E160 65.47 Dims • 37620006066.07 1n• - 10.00 VI 0m1• • - 70736729633.33 23.11 it - 7073 10.00 45.00 "I I .0.0 0.7 17 1 3 2G.7 36.6 40.0 ?. q ot= %3 Mat kenxie Fnoineerina. Inc.. KW -0602071 • Received: 6/ 7/00 14 :37- 5032281285 -> PROTEMP ASSOCIATES; Page 13 Sent by: GROUP MACKENZIE 5032281285; 06/07!00 3:28PM;JetraX #204;Page 13/16 Choose "Title Block" menu item . On Settings Screen to change these five lines to your own special title information & company logo Date: 06107100 Page: SINGLE SPAN BEAM ANALYSIS V1413h+- kNIC✓0 t,to• (LEFT ) SPAN DATA MEMBER DATA Center Span - 45.00 ft I:Inertia - 1.000 1n4 All distances for load locations refer Left Cantilever - 10.00 ft E:Elastic Modulus 1 psi to left support. Neg 1'1 distances Right Cantilever - 0.00 ft End Fixity PinlPin means load is on left cantilever g UNIFORM LOADS TRAPEZOIDAL LOADS . Center Span #1 - 0.05 kIft Left Cant ft 1 - 0.05 klft . APPLIED MOMENTS CONCENTRATED LOADS # 1 - 7.110k at•10.00ft . # 2 2.100k at .3.00ft # 3 7.100k at 5.00ft # 4 - 7.100k at 13.00ft # 5 - 7.100k at 21.00ft # 6 = 7.100k at 29.00ft # 7 - 7.100k at 37.00ft # 8 - 0.736k at 1.00ft SUMMARY Moments Shears Deflections Max. Span Moment - 197.12 k•ft Leh Support - 22.51 k Max. @ Span - .68483698279.572 in at 23.22 ft Max. Mom. Location - 21.01 ft Right Support 15.89 k Left Cant - 36518268623.525 in at -10.00 ft Min. Span Moment - -79.80 k -ft Reactions Min. Mom. Location - 0.00 ft Left Support - 3120 k 15.89 k Max @ Left Support - -79.80 k -ft Right Support - Query Values Max @ Right Support - 0.00 k -ft MAXIMUM MOMENT 197.12 loft At eft Cantilever .79.80 ® X - 0 00 ft. M - 0. 0k -ft, V - 0.000 kk Def. - 0.000 in / 10712 O M O O O O O r N g N r r 1 rim., - 19712n o 71 0: n - M nm1n - - 0.79 f4t ♦0.01 it - - -79.79 21.50 . II 11 11111111[1 111111111 III 11 1. 0.041 alt .111 It 1[.111111[11 1111111 •111x 22.50uo.• O.01 it . rm'n - - 15.D511..• .6.00 a -- _ -15.00 36610260625 ` a ow. S ... e51B:.52 1 . - • t0 00 .1 T I o.n1. - :0 S7 1n - :5.21 F. • 79.57 004tl�09tl. 10.00 I 45.00 .o.e a a 1 2 0 . • Q. to op IS Mackenzie Engineering, Inc.. K•0602071 Received: 6/ 7/00 14:37; 5032281285 -> PROTEMP ASSOCIATES; Page 14 Sent by: GROUP MACKENZIE 5032281285; 06/07/00 3:28PM;Jetfx #204 ;Page 14116 Choose 'Title Block" menu item on Settings Screen to change these five lines to your own special title information & company logo Oate:06►07100 Page: SINGLE SPAN BEAM ANALYSIS vN►3kLkr C&t s7co (rk' r) . SPAN DATA MEMBER DATA Center Span 45.00 ft I:Inertia 1.000 in4 All distances for load locations refer Left Cantilever - 10.00 ft E:Elastic Modulus - 1 psi to left support. Neg I'.'1 distances Right Cantilever - 0.00 ft End Fixity PinIPin means load is on left cantilever UNIFORM LOADS TRAPEZOIDAL LOADS Center Span #1 - 0.05 klft Left Cant al - 0.05 klft APPLIED MOMENTS CONCENTRATED LOADS a 1 - 19.400k at •10.00ft k 2 - 7.100k at •3.00ft # 3 - 2.100k at 5.00ft # 4 , 2.100k at 13.00ft # 5 - 2.100k at 21.O0ft # 6 = 2.100k at 29.00ft # 7 - 2.100k at 37.0Oft # 8 - 0.736k at 1.00ft SUMMARY Moments Shears Deflections Max. Span Moment - 7.69 k.ft Left Support - 26.97 k Max. @ Span - 22088492720.413 in at 14.74 tt Max. Mom. Location - 36.97 ft Right Support - 1.16 k Left Cant - .47676466793.043 in at .10.00 ft Min. Span Moment - - 217.70 k -ft Reactions 39 22 k Min. Mom. Location - 0.00 ft Left Support - Max @ Left Support - .217.70 k -ft Right Support - 1.16 k Max @ Right Support - 0.00 k•ft Query Values MAXIMUM MOMENT - 217.70 k•ft Between Supports @ X - 0.00 ft, M - .21730 k -ft. V - 12.237 k, Defl. - 0.000 in Ai Left Cantilever @ X - 0.00 ft, M - 0.00 k -ft, V - 0.000 k, Dell. = 0.000 in /4t a�t neat . 7.60ft.lt • 36.94 ft 7 69 o Q 0 In 0 0 Ol 0 . ,,n- •217.69 t,- r•0.01 ft rT 1 O N N N N N 1 - 317.69 12.25 1110.0411 J 111111111111111111111111' III 1 0.041 1 111111111 1111 11111 1 111111n I 7n... 12 23 alp .0 01 ft ..: ........ 11/0116 • -26.97 t/9• • -0.10 ft • -28.97 2:2096492720.4t sss�u 0m.a< - 22068492720.41 to • 14.74 f1 1[09.119, • Omt.. - 47476466793.0 ,.•.10.00 ft I . I .47676-466793 04 1 0.00 + i f 1 45,00 I 4 1 1 I 1 -10 -0 0 6-.3 17.5 26.7 36.6 46.0 • p.0 of t3 %IA so 1.11001 oG ce,car.et r Mackenzie Engineering, Inc.. KW- 0602071 Received: 5/ 7/00 14:37; 50322812 -> PROTEMP ASSOCIATES; Page 15 Sent by: GROUP MACKENZIE 5032281285; 06/07/00 3:29PM;,JeffaX #204;Page 15/16 choose "Title Block" menu item o Settings Screen to change these five lines to your own special title information & company logo Date: 06107100 Page: SINGLE SPAN BEAM ANALYSIS UN f3k1 kN' -E sMcw (R&r) SPAN DATA MEMBER DATA Center Span 45.00 ft I:Inertia - 1.000 in4 All distances for load locations refer Left Cantilever - 10.00 ft E:Elastic Modulus - 1 psi to left support. Neg f-') distances Right Cantilever - 0.00 ft End Fixity Pinl TRAPEZOIDAL means aADS load is on left cantilever UNIFORM LOADS . Center Span #1 - 0.05 klft left Cant N = 0.05 klft APPLIED MOMENTS CONCENTRATED LOADS N 1 - 19.400k at - 10.00ft N 2 - 7.100k at - 3.00ft # 3 - 2.100k at 5.00ft N 4 - 2.100k at 13.00ft N 5 - 2.100k at 21.00ft N 6 - 2.100k at 29.00ft N 7 - 2.100k at 37.00ft N 8 - 0.736k at 22.50ft SUMMARY Moments Shears Deflections Max. Span Moment - 10.51 k -ft Left Support - 26.97 7 k M f t C @n 7 in 14.08 ft Max. Mom. Location - 36.97 ft Right Support - Min. Span Moment - •217.70 k•ft - Reactions Min. Mom. Location - 0.00 ft Left Support - 38.87 k Max @ Left Support - - 217.70 k -ft Right Support - 1.51 Values Max © Right Support - 0.00 k -ft Between MAXIMUM MOMENT - 217.70 lc-ft At left Cantilever @ X - 0.00 ft. M - -217.70 00 k-ft, tV _ 0 000 k, Deft. - 0.000 in 0 ,c nmaa . 10.5111.11 • i6.96 ft 7007 Q F•il O 0 O M O O m.,.. • -11 49 c.v. 0.0111 _i -r - I' N N N N 6 t t 1111 NI1111111IM1111111111111aI vm•x • 11.001 OM r1 Y min •-ie.97 u09 • -0.10 II - 'r . ;[`. ; .. 1. 7. 3 .26.07 - 202- 271972ST -0 1 t•••• - .162.6z11961.5.66 1• • 1.6.09 /I 0.•1• - • •62916390773.07 1• • • 10,00 1t • 1 -6 10.00 I f1 : , I 1T TT 45.00 0.0 0.8 el 17.E i6. 750 .650 P. it of IS ... _ ... - _ _ __ _.._...... „ Mackenzie Engineering, Inc., KW-0602071 Repetv,ed: 6/ 7/00 14:38; 5032281285. -> PROTEMP ASSOCIATES: Page 16 Sent by: GROUP MACKENZIE 5032281285,; 06/07/00 3 :29PM;Jet x #204;Page 16/16 ANCHORAGE seismic a =l C =0.36 I p : =1 R p • 3 h x : =34 -ft W := 800 -lb h r: = 34 -ft . - a p • Ca lp h F p : - R • 1,- 3• F • 3841b p F := F p F = 274.286 lb s 1.4 overturning h mech ' 5 ft w mech = 4 ft h mech MOT Fs' 2 MOT= 685.714lb•ft M RES W "" mech M RES = 1.6.10 lb•ft MRES FSOT : = MOT FSOT= 22.333 screws h mech I mech Tension := mech Tension =- 30 2.041 lb F s Shear := 4 Shear = 68.571 lb #12 screw with 1 1/2 inch embedment T allow 241.5 -lb V allow =163 Ib check combined Tension < 1 . 3 3 combined : =if -.�- -4- V auow allow allow combined = "OK" D_ IS of l3