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HomeMy WebLinkAboutTED4001438.31pier (or bock of Abuf ) 8" of abulmenf 7121'at piers 2 ,bearing And Diophragrn abut 2'' end 3 "- co" Cleiaronce. 4 dud sp Ces 10'�7211 Cross 13racrnq frames C 7x 14.5 Top frome, legs d©rvn , G b"7c . ,r eadil bAe�� l6 br�ice U.S. /00AS @ ea. cony -, "/o 3 5'- ro " 34'- 211" / exlerior spores (2) 341 3" of- inlerior spans IT) _S 7� Q h,,I. spon_r -� 8 = 72"Cv /ref sc�-rn r S' 7 @ C12 x2 5 rn K al wou edoe Chonne/ 10ler-0r bock eh of Abutment y� ' a/ Piers bearinq e . nd ckwhragrn. C /2 x 25 u C l2 x 25 u C /2x 25 c.0 - C / Lx 25 w3(o x /Cv0 Ld -doF11n STRUCTURAL STEEL FRAMING a PLAN OF DAY 8'� �/4 , etc C/ip diaphragm l/ange 62 Clip diaphragm ra Stiff it, Top d bo ttom where f/qe Ca Sfi / 1t vf flee txr`ehds p4sf stir`{ / _-- Typ/ co/ End '01aph rQgm . Typ . lnfermediole Dlophrgym . 8' //a" etc. o zz / C 7hrace ! C 7 Clip diaphragm 07 broces�' Critical �� fhis f/gside, 0s oecur e, Chahr/;;l brace this brace slrfir Clip diaph. flges E , I l'aP liters side, Typ. lnlermed. Cann. Channel To. Inlermed Conn w/Chorine/ brace on .S`fifl � side o� braces on diaphratIm aide of S7iff /j LONGITUDINAL ELEVATION OF GIRDER FRAMING CONNECTIONS SCALE: '*4" = 1'r pu 1 Shop ossembly A'1nc/1611q lvalk tvay bracket Shop l4ssembly, ; /3' Shoo .4surn b/y 'C' Shop.4ssernblyB' boys syrnrrnetricol obouf - ---- o/' bridge. / 9 - 8'" hq// /vla*- ,/b" 2' 4° 2i�, a ¢ 2, 101, 2, l0" 2' 4" 4-Y., 2 x 7 Slope fo di 2 2 setback . -- - t- --- -- ----- - - - Peame ale n t a// at some a/evalian, C 12 x 25' � � � � ! � do' provide carom e. Dim rrofeo' �ndi�a/es fhickr�est �' A o shim on dap o/ sole It. (SA/M /yx la's}.) ; 40 �i ��i, %Qo �° ��°/.o" ��8` f/a el'2x 6 !3. Cope Al - IV �,� Slot 2x7C� I�eb� iIED .hot. flonge / 12xra 2 rvo I (♦ b q1 le i �� I I I, �� I 51de /,�s 12 x 312 bo.Side = w_ : ., �_ _J �_ • 1 �, _�� �-I I Top of Concrele — -'�-� �'/ev 25.50 or am - --- 4� / '2x 4 x 0'- 8/Z"Iq, W/2'�Z-o. Weld /o C12 . (Typ Channel Conn )- �yp 4 7_yp,ca, n ELEVATION ELEVATION OF SCALE: 1,2" = ��_ p'► V Stiff Its /g x 5 W side x 2' <<''Ian_q (TyP) 1 1 � 1 -- - - --- --- - - c4' ----- - -- -- =- - - - --� - --------- - ---,% ------ - TyP sib END STIFFENER DIAPHRAGMS AT SUPPORTS 1.5. , h , See heighls above. G - 6- � ty Connecfion, .Whop df e/d.exc.� ELEVATION OF INTERMEDIATE DIAPHRAGMS SCALE r -- A" 56 beam \ 1 /2 x 5 Stiffs. fu// ht. �- m r � - ; -- V Clip Sdiff corners. �7'qplcol web weld.d/t. i f P k/eld may be 4 subsf�futed. ° - 4- • TlOhl ilM %p flange . No. Grind as ,ejeawed 4- _Grind fo 6&Wl- D &Aam A"y�e iy /3i; holes. \ nwcea cna .01aphray1n. TqIp r. Stiffener P/Qfe . 5�a K Typical IV 36 beam C 7x /4, 75 'prop cress =1 - b,-OCI119 scjsr`Grli, Sdiff ' 126 /,- x5 x fv// 171 See ivelo' oLb/oi/ Side) i le x 90 "lweb.(wfh cenlered /2" ,1 �dio. occess hole of ahaloierl I-r vny `6, clv_u6rz-haelSC,IvIdo17/y a G58j'Ga. W3Co beam W36 z K11 \ C/ip Stiff /t s ----- C7 Corner • Serf{ lts �x 5X 2. 4 ltj , I 12 x 5 posi}ion of P y 66ophragw s_-L-iibn ..� r /5"-�-1-2i��dge c�'rsfonce r6 ha/es Typicml all d r/ph. wPbJ �,'. 5hdr-f Inferined 51111­ eoer %Tole. Conn. M15 gvdo'ran/ as oth¢rChannel brace ' 7 x®45 side o>{ IUf 6ul Opposite Defoil cis dlay ©Avosile C//p diqphragm fop i/Ange f S. /1 \ Exc e or` �fi4/ r'iaphrog.�i is \ j ' fo be held down below 717 /I4r7y�e f0 Ovoid 07 br4ce _ - : 112 � 1 r I Diaphragm Sechon \ y 1 . {� e /2 x .3 S11 fener- -- I Y = W 36 x Girders q { l2xlo x0 6"Conn / .. f % k/f E Sliff "", fkl Ted L/� / As oll�¢r cede Of bud li.h'. C 7 fop brace �K \ 2 1 -Age• ,Ea+cf. connec/��r� Tgplcol 13r ace- Connecl/oh GIRDER CONNECTION DETAILS SCALES : N",r I011 4- 11211 V- 011 I �'. All boll holes slid// be /.56 " diameter. 2. All bolls sha// be 7$ c:Ylorneler h!S. Oollr to A.3?5, i'y/oe 3 Weo/heri"q. � 3. All steel, shapes and lvlalc.r .sfia// be A588 */ecpfherir7y with 5D frs�. yiel, of GD: - ' SCANNED OCR 2 7 2006 W. day/es fog Cloos mQc7 be ,subs-l1Yufe4' for /he�/Q.�e.r vreo'co 6or211e,-1c1o1 0�o11012 rx til2y /978 /Or =, /!a Plan v' as noted ✓.S.S. J.8. Z.f. ✓sE3 .3.1963. 3001. 20 ,Pl I� �Z 9