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RISER ANGLE BRACKETS C OMP N ETS I D X

08/13/07E-1 Asse mblyTM 1997 Auto/Steel Partnership This document is Uncontrolled when ANGLE BRACKETSCOMPONENTS INDEXPAGEDATE A HEIG HTDESCRIPTIONE-206/05/96450-800 mmMaximum Recommended LoadsE-308/18/03450-800 mmMaximum Recommended LoadsE-408/13/07100-400mmRiser AngleBracketE-508/13/07100-800 mmRiser AngleBracketE-609/24/04100-800mmRiser AngleBracketE-708/13/07100-400mmRiser AngleBracketE-808/13/07100-400mmRiser AngleBracketE-908/13/07450-800 mmRiser AngleBracketE-1009/24/04450-800mmRiser AngleBracketE-1108/13/07---RiserAngleBra cketE-1210/01/16150-500 mmStack RiserE-1310/01/16400&800mmStack RiserE-1403/01/99---Maximum Recommended LoadsE-1508/18/03300-500 mmMaximum Recommended LoadsE-1608/18/03550-750 mmMaximum Recommended LoadsE-1708/18/03800-1400 mmMaximum Recommended LoadsE-1808/18/031450-16 00 mmMaximum Recommended LoadsE-1908/13/07---Tubular RISER ConstructionE-2007/15/03850-1600 Tubular RiserE-2107/15/03850-1600 Tubular RiserE-2209/24/04850-1600 TubularRiserE-2307/15/03---Tubular RISER Maximum Recommended LoadsE-2410/06/03850-1600 Tubular RISER Maximum RecommendedLoadsE-2508/13/07100-400 RISER AngleBracket - AluminumE-2608/01/03100-400 RISER AngleBracket - AluminumE-2708/01/03100-400 Maximum Recommended LoadsE-2808/01/03100-400 Maximum Recommended LoadsE-108/13/07 RISER ANGLE BRACKETS Components IndexE-2907/09/07 60-600 RISER for Pass TablesE-3005/08/07 60-600 RISER for

RISER ANGLE BRACKETS C OMP N ETS I D X PAGE DATE “A” HEIGHT DESCRIPTION E-2 06/05/96 450-800 mm Maximum Recommended Loads E-3 08/18/03 450-800 mm Maximum Recommended Loads E-4 12/02/19 100-400 mm Riser Angle Bracket E-4.1 09/24/04 100-400 mm Riser Angle Bracket

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  Glean, Brackets, Riser, Riser angle brackets c omp, Riser angle

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Transcription of RISER ANGLE BRACKETS C OMP N ETS I D X

1 08/13/07E-1 Asse mblyTM 1997 Auto/Steel Partnership This document is Uncontrolled when ANGLE BRACKETSCOMPONENTS INDEXPAGEDATE A HEIG HTDESCRIPTIONE-206/05/96450-800 mmMaximum Recommended LoadsE-308/18/03450-800 mmMaximum Recommended LoadsE-408/13/07100-400mmRiser AngleBracketE-508/13/07100-800 mmRiser AngleBracketE-609/24/04100-800mmRiser AngleBracketE-708/13/07100-400mmRiser AngleBracketE-808/13/07100-400mmRiser AngleBracketE-908/13/07450-800 mmRiser AngleBracketE-1009/24/04450-800mmRiser AngleBracketE-1108/13/07---RiserAngleBra cketE-1210/01/16150-500 mmStack RiserE-1310/01/16400&800mmStack RiserE-1403/01/99---Maximum Recommended LoadsE-1508/18/03300-500 mmMaximum Recommended LoadsE-1608/18/03550-750 mmMaximum Recommended LoadsE-1708/18/03800-1400 mmMaximum Recommended LoadsE-1808/18/031450-16 00 mmMaximum Recommended LoadsE-1908/13/07---Tubular RISER ConstructionE-2007/15/03850-1600 Tubular RiserE-2107/15/03850-1600 Tubular RiserE-2209/24/04850-1600 TubularRiserE-2307/15/03---Tubular RISER Maximum Recommended LoadsE-2410/06/03850-1600 Tubular RISER Maximum RecommendedLoadsE-2508/13/07100-400 RISER AngleBracket - AluminumE-2608/01/03100-400 RISER AngleBracket - AluminumE-2708/01/03100-400 Maximum Recommended LoadsE-2808/01/03100-400 Maximum Recommended LoadsE-108/13/07 RISER ANGLE BRACKETS Components IndexE-2907/09/07 60-600 RISER for Pass TablesE-3005/08/07 60-600 RISER for Pass Tables10/01 mblyTM 1997 Auto/Steel Partnership This document is Uncontrolled when ANGLE BRACKETSCOMPONENTS INDEXPAGEDATE A HEIG HTDESCRIPTIONE-3210/01/16600-1500mm0E-31 10/01/16 Drop Away Leaf RISER 300-1200mmDrop Away Leaf RiserGLOBAL STANDARD COMPONENTSA ssemblyTM 1997 Auto/Steel Partnership This document is Uncontrolled when 2 MAXIMUMRECOMMENDEDLOADSXXX150( )

2 OFFSET BPRISERDIM A A 06/05/96 SEE TABLE OF RECOMMENDED LOADS ON FOLLOWING PAGEGLOBAL STANDARD COMPONENTSA ssemblyTM 1997 Auto/Steel PartnershipE 4 This document is Uncontrolled when :1 PLACEMACHINING PLACEFABRICATION PLACE BETWEEN MACHINED SURFACES BETWEEN SINGLE DOWEL AND A HEEL SURFACE BETWEEN DOWELS IN THE SAME PLANE BETWEEN DOWELS IN DIFFERENT PLANES TO SCREW HOLES, NON ACCUMULATIVENOTES:ALL DIMENSIONS METRIC UNLESS OTHERWISE WITH NAAMS CODE NUMBER AS SHOWN ANGLEBRACKETXXXTYPICAL CONFIGURATION. WILLVARY ACCORDING TO DESIGNAND METHOD OF FABRICATIONWHERE WELDED, FILLET WELDFULL LENGTH TO AWS SIDES OF JOINT08/13 A A + + (4) HOLES 8F7(2) (4) HOLES 10F7(2) MINFINISH REQ'DOLOLOLOL(2) 25 MAXDTABULATED INFORMATION ON FOLLOWING PAGEEGHAFI+ PAGE FOR GLOBAL MATERIALS CHARTMATERIAL: STEEL ASTM A-36 RISER ANGLEBRACKET09/24 1997 Auto/Steel Partnership This document is Uncontrolled when CODE B A DRAWING ON PRECEDING PAGEABGLOBAL STANDARD COMPONENTSA ssemblyTM 1997 Auto/Steel PartnershipE 5 This document is Uncontrolled when :1 PLACEMACHINING PLACEFABRICATION PLACE BETWEEN MACHINED SURFACES BETWEEN SINGLE DOWEL AND A HEEL SURFACE BETWEEN DOWELS IN THE SAME PLANE BETWEEN DOWELS IN DIFFERENT PLANES TO SCREW HOLES, NON ACCUMULATIVENOTES.

3 ALL DIMENSIONS METRIC UNLESS OTHERWISE WITH NAAMS CODE NUMBER AS SHOWN CONFIGURATION WILL VARY ACCORDINGTO DESIGN AND METHOD OF FABRICATIONWHERE WELDED, FILLET WELD FULL LENGTH TOAWS BOTH SIDES OF JOINT 10F7(2) HOLES (4) HOLESB (4) HOLES 8F7(2) + + - A MINFINISH REQ'DOLOLOLMAXIMUM RECOMMENDEDLOADS ON PAGE E-2 RISER ANGLEBRACKETTABULATED INFORMATION ON FOLLOWING PAGEA08/13/07 CDBESEE PAGE FOR GLOBAL MATERIALS CHARTGMATERIAL: STEEL ASTM A-36 FRISER ANGLEBRACKET09/24/04E-6 AssemblyTM 1997 Auto/Steel Partnership This document is Uncontrolled when CODE B A DRAWING ON PRECEDING START 8H6(2) (4) HOLES5" x 5" x 1/2" x 110 mmSTL ANGLE1/4" X 3/4" X 110 mm45 STANDARD COMPONENTSA ssemblyTM 1997 Auto/Steel Partnership 7 This document is Uncontrolled when :1 PLACEMACHINING PLACEFABRICATION PLACE BETWEEN MACHINED SURFACES BETWEEN SINGLE DOWEL AND A HEEL SURFACE BETWEEN DOWELS IN THE SAME PLANE BETWEEN DOWELS IN DIFFERENT PLANES TO SCREW HOLES, NON ACCUMULATIVESURFACES TO BE FLAT, PARALLEL & PERPENDICULAR TO WITHIN :ALL DIMENSIONS METRIC UNLESS OTHERWISE ANGLEBRACKET08/13/07 AEBCDAHB001 MAHB002 MNAMMS CODE A x PAGE FOR GLOBAL MATERIALS CHARTFMATERIAL: STEEL ASTM A-36 GLOBAL STANDARD COMPONENTSA ssemblyTM 1997 Auto/Steel PartnershipE 8 This document is Uncontrolled when :1 PLACEMACHINING PLACEFABRICATION PLACE BETWEEN MACHINED SURFACES BETWEEN SINGLE DOWEL AND A HEEL SURFACE BETWEEN DOWELS IN THE SAME PLANE BETWEEN DOWELS IN DIFFERENT PLANES TO SCREW HOLES, NON ACCUMULATIVENOTES:ALL DIMENSIONS METRIC UNLESS OTHERWISE WITH NAAMS CODE NUMBER AS SHOWN CONFIGURATION.

4 WILLVARY ACCORDING TO DESIGNAND METHOD OF FABRICATIONWHERE WELDED, FILLET WELDFULL LENGTH TO AWS SIDES OF ANGLEBRACKET08/13 A A + + (4) FOR 5/16 DOWEL(2) (4) HOLESSF FOR 3/8 DOWEL(2) MINFINISH REQ'DOLOLOLCDSEE PAGE FOR GLOBAL MATERIALS CHARTEMATERIAL: STEEL ASTM A-36GF+ A DIMBWT. STANDARD COMPONENTSA ssemblyTM 1997 Auto/Steel PartnershipE 9 This document is Uncontrolled when CONFIGURATION WILL VARYACCORDING TO DESIGN AND METHODOF FABRICATIONWHERE WELDED, FILLET WELD FULLLENGTH TO AWS BOTH SIDESOF JOINTMAXIMUM RECOMMENDEDLOADS ON PAGE E-2 Tolerances:1 PLACEMACHINING PLACEFABRICATION PLACE BETWEEN MACHINED SURFACES BETWEEN SINGLE DOWEL AND A HEEL SURFACE BETWEEN DOWELS IN THE SAME PLANE BETWEEN DOWELS IN DIFFERENT PLANES TO SCREW HOLES, NON ACCUMULATIVENOTES:ALL DIMENSIONS METRIC UNLESS OTHERWISE WITH NAAMS CODE NUMBER AS SHOWN ANGLEBRACKETTABULATED INFORMATION ON FOLLOWING PAGE08/13/07 ACCSF FOR 3/8 DOWEL(2) HOLES9/16(4) HOLESB (4) + + - A MINFINISH REQ'DOLOLOLSF FOR 5/16 DOWEL(2) HOLESXXXDBFSEE PAGE FOR GLOBAL MATERIALS CHARTHMATERIAL.

5 STEEL ASTM A-36 GRISER ANGLEBRACKET09/24/04E-10 AssemblyTM 1997 Auto/Steel Partnership This document is Uncontrolled when CODE B 3/8-16 tap13/323/8-16 tap13/323/8-16 tap13/323/8-16 tap13/323/8-16 tap13/323/8-16 tap13/323/8-16 tap13/32 A DRAWING ON PRECEDING PAGEABARA800 EARA801E3/8-16 tap13 STANDARD COMPONENTSA ssemblyTM 1997 Auto/Steel PartnershipE 11 This document is Uncontrolled when :1 PLACEMACHINING PLACEFABRICATION PLACE BETWEEN MACHINED SURFACES BETWEEN SINGLE DOWEL AND A HEEL SURFACE BETWEEN DOWELS IN THE SAME PLANE BETWEEN DOWELS IN DIFFERENT PLANES TO SCREW HOLES, NON ACCUMULATIVESURFACES TO BE FLAT, PARALLEL & PERPENDICULAR TO WITHIN :ALL DIMENSIONS METRIC UNLESS OTHERWISE STARTPF FOR 5/16 DWL(2) (4) HOLES5" x 5" x 1/2" x 110 mmSTL ANGLE1/4" X 3/4" X 110 mm45 TAPRISER ANGLEBRACKET08/13/07 ABC A DIMWT. PAGE FOR GLOBAL MATERIALS CHARTDMATERIAL: STEEL ASTM A-36 EFG L O B A L STA NDARD COMPONENTSA ssemblyTM 1997 Auto/Steel PartnershipE 12 This document is Uncontrolled when printed.

6 (4) (4) HOLES 10 (2) HOLESF7OL 10(2) RISERPART :1 PLACEMACHINING PLACEFABRICATION PLACE BETWEEN MACHINED SURFACES BETWEEN SINGLE DOWEL AND A HEEL SURFACE BETWEEN DOWELS IN THE SAME PLANE BETWEEN DOWELS IN DIFFERENT PLANES TO SCREW HOLES, NON ACCUMULATIVENOTES:ALL DIMENSIONS METRICUNLESS OTHERWISENOTED. IDENTIFY WITHNAAMS CODE NUMBER ASSHOWN CONFIGURATION WILL VARYACCORDING TO DESIGN AND METHODOF FABRICATIONWHERE WELDED, FILLET WELD FULLLENGTH TO AWS BOTH SIDES OF PAGE FOR GLOBAL MATERIALS CHARTMATERIAL: STEEL ASTM A-36GG L O B A L STA NDARD COMPONENTSA ssemblyTM 1997 Auto/Steel PartnershipE 13 This document is Uncontrolled when 10 (2) 10 (2) (4) X (4) RISERPART 240400 ASR 28080010/01/16 Tolerances:1 PLACEMACHINING PLACEFABRICATION PLACE BETWEEN MACHINED SURFACES BETWEEN SINGLEDOWEL AND A HEEL SURFACE BETWEEN DOWELS IN THE SAME PLANE BETWEEN DOWELS IN DIFFERENT PLANES TO SCREW HOLES, NON ACCUMULATIVENOTES:ALL DIMENSIONS METRICUNLESS OTHERWISENOTED.

7 IDENTIFY WITHNAAMS CODE NUMBER ASSHOWN CONFIGURATION WILL VARYACCORDING TO DESIGN AND METHODOF FABRICATIONWHERE WELDED, FILLET WELD FULLLENGTH TO AWS BOTH SIDES OF PAGE FOR GLOBAL MATERIALS CHARTMATERIAL: STEEL ASTM A-36 DFGGLOBAL STANDARD COMPONENTSA ssemblyTM 1997 Auto/Steel Partnership This document is Uncontrolled when 14 MAXIMUMRECOMMENDEDLOADSSEE TABLE OF RECOMMENDED LOADS ON FOLLOWING PAGE150 ( ) RISER DIM "A"POFFSET BSTACK RISER DIM "A"XXXHEIGHT "A"03/01/99 TUBULAR RISERCONSTRUCTION08/13/07E-19 AssemblyTM12345671-STEEL ASTM A-36 ~ 7/8 x 8 x ASTM A-36 ~ 3/8 x 3 x C TUBING ~ 4 x 4 x 3/8 W/T x B ASTM A-36 ~ 1/4 x 4 1/2 x ASTM A-36 ~ 1/4 x 4 1/2 x ASTM A-36 ~ 3/4 x 4 1/2 x ASTM A-36 ~ 3/8 x 3 5/8 x : ALL DIMENSIONS ARE METRICUNLESS OTHERWISE NOTEDIDENTIFY WITH NAAMS CODENUMBER AS SHOWN XXXRISER BRACKETWELDED CONST. ~ STRESS RELIEVEARB085M AND ARB085 EARB090M AND ARB090 EARB095M AND ARB095 EARB100M AND ARB100 EARB105M AND ARB105 EARB110M AND ARB110 EARB115M AND ARB115 EARB120M AND ARB120 EARB125M AND ARB125 EARB130M AND ARB130 EARB135M AND ARB135 EARB140M AND ARB140 EARB145M AND ARB145 EARB150M AND ARB150 EARB155M AND ARB155 EARB160M AND ARB160 ENAMMS CODE B C PLACE FABRICATIONTOLERANCES 1.

8 5A 1997 A uto/Steel Partnership document is Uncontrolled when printe A500 GRADE BSEE PAGE FOR GLOBAL MATERIALS CHARTBMATERIAL: STEEL ASTM A-36"A""C""B"TUBULAR RISERARB085M THRU ARB160M07/15/03E-20 AssemblyTMTolerances:1 PLACE MACHINING PLACE FABRICATION PLACE BETWEEN MACHINED SURFACES BETWEEN SINGLE DOWEL AND A HEEL SURFACE BETWEEN DOWELS IN THE SAME PLANE BETWEEN DOWELS IN DIFFERENT PLANES TO SCREW HOLES, NON ACCUMULATIVENOTES: ALL DIMENSIONS METRIC UNLESS OTHERWISE WITH NAAMS CODE NUMBER AS SHOWN XXX. 1997 Auto/Steel Partnership document is Uncontrolled when printed."A""B""C"TUBULAR RISERARB085E THRU ARB160E07/15/03E-21 AssemblyTMTolerances:1 PLACE MACHINING PLACE FABRICATION PLACE BETWEEN MACHINED SURFACES BETWEEN SINGLE DOWEL AND A HEEL SURFACE BETWEEN DOWELS IN THE SAME PLANE BETWEEN DOWELS IN DIFFERENT PLANES TO SCREW HOLES, NON ACCUMULATIVENOTES: ALL DIMENSIONS METRIC UNLESS OTHERWISE WITH NAAMS CODE NUMBER AS SHOWN XXX.

9 1997 Auto/Steel Partnership document is Uncontrolled when RISERARB085M THRU ARB160M& ARB085E THRU ARB160E09/24/04E-22 AssemblyTMARB085M AND ARB085 EARB090M AND ARB090 EARB095M AND ARB095 EARB100M AND ARB100 EARB105M AND ARB105 EARB110M AND ARB110 EARB115M AND ARB115 EARB120M AND ARB120 EARB125M AND ARB125 EARB130M AND ARB130 EARB135M AND ARB135 EARB140M AND ARB140 EARB145M AND ARB145 EARB150M AND ARB150 EARB155M AND ARB155 EARB160M AND ARB160 ENAMMS CODE B C A 1997 Auto/Steel Partnership document is Uncontrolled when RISERMAXIMUM RECOMMENDEDLOADS07/15/03E-23 AssemblyTMPAL 1997 Auto/Steel Partnership document is Uncontrolled when RISERMAXIMUM RECOMMENDEDLOADS10/06/03E-24 AssemblyTM 1997 Auto/Steel Partnership This document is Uncontrolled when LLOAD LLOAD L O B A L STA NDARD COMPONENTSA ssemblyTM 1997 Auto/Steel PartnershipE 25 This document is Uncontrolled when :1 PLACEMACHINING PLACEFABRICATION PLACE BETWEEN MACHINED SURFACES BETWEEN SINGLE DOWEL AND A HEEL SURFACE BETWEEN DOWELS IN THE SAME PLANE BETWEEN DOWELS IN DIFFERENT PLANES TO SCREW HOLES, NON ACCUMULATIVENOTES:ALL DIMENSIONS METRIC UNLESS OTHERWISE WITH NAAMS CODE NUMBER AS SHOWN ANGLEBRACKET-ALUMINUMXXXTYPICAL CONFIGURATION.

10 WILLVARY ACCORDING TO DESIGNAND METHOD OF FABRICATIONWHERE WELDED, FILLET WELDFULL LENGTH TO AWS SIDES OF JOINT08/13 A A + + (4) HOLES 8F7(2) (4) HOLES 10F7(2) MINFINISH REQ'DOLOLOLOL(2) 25 MAXTABULATED INFORMATION ON FOLLOWING PAGEAASEE PAGE FOR GLOBAL MATERIALS CHARTMATERIAL: ASTM 713 CAST ALUMINUM 1108/01/03E-26 AssemblyTMSEE DRAWING ON PRECEDING PAGERISER ANGLEBRACKET-ALUMINUMNAAMSCODE A 1997 Auto/Steel Partnership document is Uncontrolled when TABLE OF RECOMMENDED LOADS ON FOLLOWING PAGE 1997 Auto/Steel Partnership document is Uncontrolled when RECOMMENDED LOAD FOR mm ( in.) DEFLECTIONOFFSET VALUES (L) AND POINTS OF APPLICATION OF LOAD P ARE DEFINED IN THE FIGURE ON THE PRECEDING mm ( in.) DEFLECTIONS ARE MEASURED AT THE POINT OF APPLICATION OF LOAD P, AND DO NOT INCLUDEDEFLECTIONS OF THE RECOMMENDED LOADS ARE BASED ON ALUMINUM WITH A MODULUS OF ELASTICITY OF 73 GPA (10,600,000 psi).SEE DRAWING ON PRECEDING PAGEO ffset LLoad ,13525515061,667375 AAB101A10042,714611300125421222501070315 8200895521515061,387312 AAB151A10042,248506300124761072501061413 8200882718615061,204271 AAB201A10041,948438300124279625010549124 200873716615061,071241 AAB251A10041,728389300123878725010497112 20086651501506964217 AAB301A10041,554350300123568025010455102 20086041361506880198 AAB351A10041,415318300123297425010417942 0085521241506791178 AAB401A10041,263284 1997 Auto/Steel Partnership document is Uncontrolled when FORPASS TABLES 1997 Auto/Steel Partnership (4) DRILL THRUEXCEPT AS NOTED TOLERANCES SHALL BE:1 PLACE MACHINING PLACE F ABRICATION PLACE GENERAL BETWEEN DOWELS TO SCREW HOLESNOTES.