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ESEENNEPBLE FOR SIZE) <br />PAYMENT LENGTH FOR DIAPHRAGMS <br />PART TRANSVERSE SECTION AT DIAPHRAGM <br />0 8" A 12" PLATE <br />1J IOF BEAM HOLE FOR %L DIA. SBOLI EO <br />DIAPHRAGM CONNECTION <br />FOR 36M.AND MN95 BEAMS <br />1/A" IVA" <br />/° .2.H <br />WITH HE% NUT STRENGTH <br />ON DIAPHRAGM SIDE <br />FORM 11/2/ DIA. HOLES ]N WEB 1TYP.1 <br />Vie' DIA. A307 BOLTS, PER SPEC. 3391.2.A,, W]TH <br />WO HEW <br />, OR :DUAL, AND TWO HARDENED <br />/is"S PLATE WASHERS AL <br />]NTERTOR BEAM DIAPHRAGM CONNECTIONS <br />15' 1/1A. HOLES IN CHANNEL <br />DETAIL "A" <br />CONTIINTERIORN T WITHRAGMS <br />%" DIA. OAST -IN -PLACE BOLT ANCHORAGE A" 2V," H.S.BOLT PER SPEC. 3391.2.B <br />AND 3" SO A ye PLATE WASHER. <br />8" 12" PLATE DIAPHRAGM <br />PL BOLT <br />GE :SEE FRAMING PLAN) <br />AND FL DIAPHRAGM <br />�—M � <br />90) <br />BEAM <br />" " SECTION A -A <br />FACE - <br />TYPICAL SECTION AT <br />ALL FASCIA BEAMS <br />PLATE NOTES: <br />H TBEAM FM�E �GN� LNFA BGLT INSALLPEPE40G3A306 <br />STEEL <br />TORQUE ALL BOLTS, INCLHmNO ANCHOR BOLTS TO 80 FT.-LBS. <br />DIAPHRAGM CONNECTION <br />90) <br />FRAMING <br />SEE FOR CL BOLI HOLE <br />LOCPT I ON BEA <br />SECTION B-B <br />TYPICAL SECTION AT INTERIOR BEAM <br />WI, TERD1TESTAGGERED <br />NMEADIAPHRAGMS <br />FOR MAGA AND MN63 BEAMS SHOP BEND THE LEG OF THE 12" PLATE 70 CONFORM TO THE DIAPHRAGM. <br />A %' A 6 A 6 ANGLE MAY BE USED FOR DIAPHRAGMS PERPENDICULAR TO BEAMS. <br />TABLE INCLUDE ALL STRUCTURAL STEEL SHOWN ON THIS DETAIL. 1NCLUD1NO BOLTS AND <br />eE offT B C 1 DIS ANCE 1 cHAmmEL 1 WPSHERS,IN UNIT PLACE BID FOR DIAPHRAGMS FOR PRESTRESSED BEAMS. <br />BENT PLATES MAY BE USED 1N PLACE OF CHANNELS 1F THE BENT PLATES HAVE <br />MN45 l'�T %,^ T L-D C]zx20T j HAVE LEGS HEIGHT" NG THE CHANNELS THEY REPLACE, ARE Pis' IN THICKNESS, AND <br />GALVANIZE STEEL PLATES AND SHAPES PER SPEC 3394 <br />GALVANIZE BOL7S, NUTS AND WASHERS PER SPEC 3392 <br />© FOR SKEW ANGLES UNDER 2, USE 90) LESS THE SKEW ANGLE <br />FOR SKEW ANGLES OVER 20: USE 905 <br />STATE OF MINNESOTA <br />DEPARTMENT OF TRANSPORTATION <br />STEEL INTERMEDIATE DIAPHRAGM <br />TOP 36M, MNAG MN63 PREs RESSED CONCRE E BEAMS <br />REVISION <br />01-05-2017 <br />DETAIL NO <br />6403 <br />®BOLTON <br />& MENK mum <br />TOP OR BOTTOM FLANGE] 0o <br />STIFFENER TO FLANGE CONNECTION STIFFENER TO TAB PLATE CONNECTION <br />OPTION 1 <br />OPTION 1 <br />TOP OR BOTTOM FLANGE J IAz' TOP OR BOTTOM FLANGE J 12,' <br />STIFFENER TO FLANGE CONNECTION <br />OPTION 2 <br />"EPA: <br />KA\ <br />RAD. 0 P. <br />STIFFENER TO TAB PLATE CONNECTION <br />STIFFENER COPE DETAIL <br />PLATE GIRDER OR POLLED REAM <br />SOLE PLATE AT BEARING <br />APPROVED: OCTOBER 22, CODS <br />SA ATE BRIDGE ENQ <br />a o r o1:7E)Lii IINtRT"EEVFAT:I L oTES <br />ENGINEER SIGNATURE P <br />ENACT <br />STATE OF MINNESOTA <br />DEPARTMENT OF TRANSPOR7ATION <br />B-DETAILS <br />STIFFENER DETAILS <br />)FOR STEEL BEAMS) <br />OPTION 2 <br />DIMENSION <br />229 I <br />3" I <br />NOTES: <br />0 DO NC: WELD M THIS AREA. <br />SEE BIo FOR CONNECTION DETAILS. <br />REVISION DETAIL NO <br />6411 <br />F'TRII`I` .us i``wvwvm <br />a�Eo PPS.A.P.199-010 -012 <br />DGE NO. <br />02053 <br />I SHEET NO. 89 OF 99 SHEETS <br />