CRANE GENERAL NOTES AH1060 - CRANE COLUMN TIE-BACK
TABLE OF CONTENTSCRANE GENERAL NOTESAH1000 - CRANE BRACE NOTEAH1010 - CRANE SYSTEM GENERAL NOTESAH1020 - TOP RUNNING CRANE DESIGN INFORMATIONAH1030 - UNDERHUNG OR MONORAIL CRANE DESIGN INFORMATIONAH1040 - JIB CRANE DESIGN INFORMATIONAH1050 - TRANSVERSE UNDERHUNG CRANE DESIGN INFORMATIONAH1060 - CRANE COLUMN TIE-BACKSINGLE CRANE BRACKET DETAILSAH1100 - BEAM TO BRACKET STD. CONNECTION (BEAM BY NBG)AH1100 - BEAM TO BRACKET HEAVY CONNECTION (BEAM BY NBG)AH1100 - BEAM TO BRACKET (BEAM NOT BY NBG)AH1110 - BEAM BRACING WITH NO BRACE STRUT (BEAM BY NBG)AH1111 - BEAM BRACING WITH NO BRACE STRUT (BEAM NOT BY NBG)AH1120 - BEAM BRACING WITH BRACE STRUT (BEAM BY NBG)AH1121 - BEAM BRACING WITH BRACE STRUT (BEAM NOT BY NBG)AH1130 - BEAM BRACING WITH PIPE BRACE (BEAM BY NBG)AH1131 - BEAM BRACING WITH PIPE BRACE (BEAM NOT BY NBG)DOUBLE CRANE BRACKET DETAILSAH1200 - BEAM TO BRACKET STD. CONNECTION (BEAM BY NBG)AH1200 - BEAM TO BRACKET HEAVY CONNECTION (BEAM BY NBG)AH1200 - BEAM TO BRACKET (BEAM NOT BY NBG)AH1210 - BEAM BRACING WITH NO BRACE STRUT (BEAM BY NBG)AH1211 - BEAM BRACING WITH NO BRACE STRUT (BEAM NOT BY NBG)AH1220 - BEAM BRACING WITH BRACE STRUT (BEAM BY NBG)AH1221 - BEAM BRACING WITH BRACE STRUT (BEAM NOT BY NBG)AH1230 - BEAM BRACING WITH PIPE STRUT (BEAM BY NBG)AH1231 - BEAM BRACING WITH PIPE STRUT (BEAM NOT BY NBG)SINGLE AUXILIARY CRANE COLUMN DETAILSAH1300 - BEAM TO AUXILIARY COLUMN STD. CONNECTION (BEAM BY NBG)AH1300 - BEAM TO AUXILIARY COLUMN HEAVY CONNECTION (BEAM BY NBG)AH1300 - BEAM TO AUXILIARY COLUMN (BEAM NOT BY NBG)AH1310 - COLUMN TO AUXILIARY COLUMN CONNECTIONAH1320 - BEAM BRACING NO BRACE STRUT (BEAM BY NBG)AH1321 - BEAM BRACING NO BRACE STRUT (BEAM NOT BY NBG)AH1330 - BEAM BRACING WITH BRACE STRUT (BEAM BY NBG)AH1331 - BEAM BRACING WITH BRACE STRUT (BEAM NOT BY NBG)
DOUBLE AUXILIARY CRANE COLUMN DETAILSAH1400 - BEAM TO AUXILIARY COLUMN STD. CONNECTION (BEAM BY NBG)AH1400 - BEAM TO AUXILIARY COLUMN HEAVY CONNECTION (BEAM BY NBG)AH1400 - BEAM TO AUXILIARY COLUMN (BEAM NOT BY NBG)AH1410 - COLUMN TO AUXILIARY COLUMN CONNECTIONAH1420 - BEAM BRACING NO BRACE STRUT (BEAM BY NBG)AH1421 - BEAM BRACING NO BRACE STRUT (BEAM NOT BY NBG)AH1430 - BEAM BRACING WITH BRACE STRUT (BEAM BY NBG)AH1431 - BEAM BRACING WITH BRACE STRUT (BEAM NOT BY NBG)SINGLE STEPPED COLUMN DETAILSAH1500 - BEAM TO STEPPED COLUMN STD. CONNECTION (BEAM BY NBG)AH1500 - BEAM TO STEPPED COLUMN HEAVY CONNECTION (BEAM BY NBG)AH1500 - BEAM TO STEPPED COLUMN (BEAM NOT BY NBG)DOUBLE STEPPED COLUMN DETAILSAH1510 - BEAM TO STEPPED COLUMN STD. CONNECTION (BEAM BY NBG)AH1510 - BEAM TO STEPPED COLUMN HEAVY CONNECTION (BEAM BY NBG)AH1510 - BEAM TO STEPPED COLUMN (BEAM NOT BY NBG)CRANE STOP AND RAIL ATTACHMENT DETAILSAH1600 - CRANE STOP DETAIL (WITH CBC01)AH1600 - CRANE STOP DETAIL (WITH CBC04)AH1620 - RAIL TO RUNWAY HOOK BOLTAH1630 - RAIL TO RUNWAY BEAM FLOATING CLAMPUNDERHUNG AND MONORAIL CRANE DETAILSAH1700 - UNDERHUNG / MONORAIL CRANE ATTACHMENT POINT (BY NBG)AH1710 - TRANSVERSE UNDERHUNG CRANE ATTACHMENT POINT (BY NBG)AH1720 - UNDERHUNG / MONORAIL CRANE ATTACHMENT POINT (BY NBG)AH1730 - TRANSVERSE UNDERHUNG CRANE ATTACHMENT POINT (BY NBG)
CRANE DETAILSPRIMARY FRAMINGAH1000 - CRANE BRACE NOTEDownload the DWG file by clicking here.ERECTOR NOTE:THE CBA- ANGLE BRACES MUST BEINSTALLED ON THE FRAME COLUMNSAND ATTACHED TO THE CRANE SYSTEMAT THE TIME OF BUILDING ERECTION.THE BUILDING RELIES ON THE CRANESYSTEM FOR STABILITY. WITHOUT THECRANE SYSTEM AND THE CBA- ANGLEBRACES INSTALLED, THE BUILDING ISUNSTABLE. THIS APPLIES ONLY TOCRANE SYSTEMS SUPPLIED WITH THISBUILDING AND DOES NOT APPLY TOFUTURE CRANE SYSTEMS.Detailer Notes:1) THIS DETAIL NEEDS TO GO ON ALL CRANE PLANS EXCEPT FOR FUTURE CRANES.Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 1 x 1
CRANE DETAILSPRIMARY FRAMINGAH1010 - CRANE SYSTEM GENERAL NOTESDownload the DWG file by clicking here.1) COORDINATION OF OTHER TRADES: SUPPORTS AND BRACING FOR THE CRANE SYSTEM SHALL BE PROVIDEDAND ARE REQUIRED AS SHOWN IN THE SECTIONS AND AS NOTED IN THESE GENERAL NOTES. NECESSARYCLEARANCE DIMENSIONS FOR PROPER ELEVATIONS RELATIVE TO THE CRANE SYSTEMS HAVE BEEN SHOWN.THE BUYER SHALL BE RESPONSIBLE FOR COORDINATING THESE DIMENSIONAL REQUIREMENTS WITH OTHERTRADES ASSOCIATED WITH THE BUILDING SYSTEM.2) FOR TOP RUNNING CRANE SYSTEMS, CRANE RAIL SPLICES MUST BE ARRANGED SO THAT JOINTS ONOPPOSITE RUNWAY BEAMS FOR THE CRANE AISLE ARE STAGGERED WITH RESPECT TO THE WHEEL BASE OFTHE CRANE. REFER TO CMAA OR AISC GUIDELINES FOR FURTHER INSTALLATION REQUIREMENTS.3) PERIODIC MAINTENANCE IS REQUIRED. DUE TO THE NATURE OF THE CRANE SYSTEM,MAINTENANCE INCLUDING BUT NOT LIMITED TO, TIGHTENING OF BOLTS AND NUTS MUST BE DONE ASREQUIRED BY BUILDER OR THE BUILDING OWNER TO ENSURE THAT THE CRANE SYSTEM REMAINS INSAFE, OPERATING CONDITION. REFER TO CMAA OR AISC GUIDELINES FOR PERIODIC MAINTENANCEREQUIREMENTS.4) SEE RAIL TO RUNWAY BEAM CONNECTION DETAILS FOR HOOK BOLT OR SLIDING CLAMPREQUIREMENTS.CRANE SYSTEM GENERAL NOTESAH1010Detailer Notes:1) THIS NOTE IS REQUIRED ON EVERY CRANE JOB.Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 1 x 1
CRANE DETAILSPRIMARY FRAMINGAH1020 - TOP RUNNING CRANE DESIGN INFORMATIONDownload the DWG file by clicking here.DEFCrane Supported By Frame ColumnsFCrane Supported By Separate Column(100 KIPS Max.)PPCECrane Supported By Frame Columns(50 KIPS Max.)DGCClearance Under KneeEFGCClearance Under KneeDClearance Under KneeG(Over 100 KIPS)Top RunningSingle Girder (TRSG)Top RunningDouble Girder (TRDG)h1ABDetail of End TruckFor Multiple Cranes OnlyCrane I.D. (A, B, C.)MATERIALS PROVIDED BYMETAL BUILDING SUPPLIERInformation Provided/Confirmed By CustomerYh1Quantity of Cranes:Length of Runway:Crane Type (TRSG/TRDG):Rated Capacity:Top of Rail to Center of Stop:tonsft.-in.ft.NDesign For Crane Loads OnlyBrackets or Auxiliary ColumnsRunway Beam or Runway Beam & ChannelNo. of Wheels Per Endtruck:Crane Rail & Method of AttachmentCMAA Service Duty Class:Adjacent Crane ID:Operation Control Type:Crane Rail Size (ASCE):lbs/ydCrane Stopslbs.AWheel Spacing:ft.-in.lbs.BCenter to Center of Adj. Crane Wheels:ft.-in.lbs.CMinimum Clear Dist from Top of Rail:ft.-in.Bumper Type:DMinimum Side Clear Distance:ft.-in.Bumper Stroke:in.ETop of Rail to Finished Floor:ft.-in.Bridge Travel Speed:fpmFTop of Bracket to Finished Floor:ft.-in.Crane End Stop Force:lbs.GCenter To Center of Rail:ft.-in.Hoist and Trolley Weight:Bridge Weight:PMax. Wheel Load w/o Impact:NOTES:TOP RUNNING CRANE DESIGN INFORMATION DETAILAH1020Detailer Notes:1) THIS DETAIL IS CONTROLLED BY ATTRIBUTES. SIMPLY DOUBLE CLICK ON THE DETAIL AND FILL INATTRIBUTES.Issued: 07.22.20 (MR2020.008)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 2 x 2
CRANE DETAILSPRIMARY FRAMINGAH1030 - UNDERHUNG OR MONORAIL CRANE DESIGN INFORMATIONDownload the DWG file by clicking here.MATERIALS PROVIDED BYMETAL BUILDING SUPPLIERFIELD-WELDED WEBSTIFFENER EACH SIDEAT BRACKET LOCATION(BY MBS)DESWAYBRACINGAS REQ'DBY OTHERSCSTANDARD CONNECTIONSTUBCOLUMN ORCRANE BEAMBY OTHERSEOPTIONAL CONNECTION(Design For Crane Loads Only)FDBACGGUNDERHUNG CRANEPMONORAIL CRANEPDetail of End TruckFor Multiple Cranes OnlyNo. of Wheels Per End Truck (2,4):Crane I.D. (A, B, C.)Information Provided/Confirmed By CustomerQuantity of Cranes:AWheel Spacing:ft.-in.Crane Type (UHDG, UHSG, MONO):BCenter to Center of Adj. Crane Wheels:ft.-in.CMin. Clear from Bottom of Beamft.-in.CMAA Service Duty Class:DMinimum Side Clear Distanceft.-in.Operation Control Type:EClear From Bottom of Bracket:ft.-in.Rated Capacity:PAdjacent Crane ID:tonsLength of Runway:ft.FCenter to Center of Beam:ft.-in.Crane End Stop Force:lbs.GCenter of Beam to Steel Line:ft.-in.Hoist and Trolley Weight:lbs.Runway Beam Weight:lbs/ftBridge Weight:lbs.Crane Beam by NBS (Y/N):Max. Wheel Load w/o Impact:lbs.Sway Bracing by NBS (Y/N):NOTES:UNDERHUNG OR MONORAIL CRANE DESIGN INFORMATIONAH1030Detailer Notes:1) THIS DETAIL IS CONTROLLED BY ATTRIBUTES. SIMPLY DOUBLE CLICK ON THE DETAIL AND FILL INATTRIBUTES.Issued: 07.22.20 (MR2020.008)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 2 x 2
CRANE DETAILSPRIMARY FRAMINGAH1040 - JIB CRANE DESIGN INFORMATIONDownload the DWG file by clicking here.CANTILEVERED BOOMCRANE I.D. (A, B, C.)CAInformation Provided/Confirmed By CustomerQuantity of Cranes:Crane Type:TONSRated Capacity:BCMAA Service Duty Class:EHoist and Trolley Weight:Boom Weight:Impact Factor:(DEG)Boom Rotation:SUSPENDED BOOMCAA Boom Length:(FT-IN)B Bracket Spacing:(FT-IN)C Pivot Center to Column Face:(FT-IN)DBEDist from Boom End toSupport:(FT-IN)Dist from Center of Boom toE F.F.:(FT-IN)DJIB CRANE INFOAH1040DESIGN FOR CRANE LOADS ONLY.COLUMN CHANNEL (IF REQUIRED BY DESIGN) BY MBS.CRANE ATTACHMENT TO MBS STRUCTURE WILL BEBY OTHERS. FIELD WORK WILL BE REQUIRED.Detailer Notes:1) THIS DETAIL IS CONTROLLED BY ATTRIBUTES. SIMPLY DOUBLE CLICK ON THE DETAIL AND FILL INATTRIBUTES.Issued: 07.22.20 (MR2020.008)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 1 x 1
CRANE DETAILSPRIMARY FRAMINGAH1050 - TRANSVERSE UNDERHUNG CRANE DESIGN INFORMATIONDownload the DWG file by clicking here.SUPPORT BEAMSUPPORT BEAMEFRAMEFRAMERUNWAYRUNWAYCCFGGTRANSVERSE UNDERHUNG CRANEATRANSVERSE MONORAIL CRANEMATERIALS PROVIDED BY METAL BUILDING SUPPLIERBFIELD-WELDED WEBSTIFFENER EACH SIDE ATBRACKET LOCATION (BYMBS)PSWAYBRACING ASREQ'D BYOTHERSPDetail of End TruckFor Multiple Cranes OnlySTANDARD CONNECTIONSTUB COLUMNOR CRANEBEAM BYOTHERSOPTIONAL CONNECTION(Design For Crane Loads Only)Crane I.D. (A, B, C.)No of Wheels Per End Truck (2,4):Information Provided/Confirmed By CustomerAdjacent Crane ID:Quantity of Cranes:AWheel Spacing:ft.-in.Crane Type (UHDG, UHSG, MONO):BCenter to Center of Adj. Crane Wheels:ft.-in.CMin Clear Dist. from Bot. of Beam:ft.-in.Max. Support Beam Spacing:ft.-in.EClear from Bottom of Bracket:ft.-in.Rated Capacity:tonsCMAA Service Duty Class:Operation Control Type:PLength of Runway:ft.-in.FCenter to Center of Beam:ft.-in.Crane End Stop Force:lbs.GCenter of Beam to Frame Line:ft.-in.Hoist and Trolley Weight:lbs.Runway beam Weight:lbs/ftBridge Weight:lbs.Crane Beam by NBS (Y,N):Max. Wheel Load w/o Impact:lbs.Sway Bracing by NBS (Y,N):Support Beam by NBS (Y,N):NOTES:TRANSVERSE UNDERHUNG/MONORAIL CRANE DESIGN INFORMATIONAH1050Detailer Notes:1) THIS DETAIL IS CONTROLLED BY ATTRIBUTES. SIMPLY DOUBLE CLICK ON THE DETAIL AND FILL INATTRIBUTES.Issued: 07.22.20 (MR2020.008)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 2 x 2
CRANE DETAILSPRIMARY FRAMINGAH1060 - CRANE COLUMN TIE-BACKDownload the DWG file by clicking here.TIE-BACK CLIP (TOP ANDBOTTOM).THE (4)BOLTS AT THE CLIP TOCOLUMN CONNECTIONMUST BE FULLYTIGHTENED.CRANE RAILTHE (2) BOLTS AT THE CLIP TO BEAM CONNECTIONARE TO BE HAND TIGHTENED ONLY. THREADSMUST BE DISTORTED TO PREVENT BOLTS FROMLOOSENING.CRANE BEAMBRACE STRUT (IFREQUIRED)CRANE RAILCRANE ANGLE BRACE (IFREQUIRED)CRANE BEAMCRANE BRACKET SHOWN(SUPPORT MAY VARY)COLUMNSTIFFENERBRACE STRUT (IFREQUIRED)CRANE BRACKETSHOWN (SUPPORTMAY VARY)COLUMNCOLUMNVIEW AVIEW BGENERAL NOTESTHE INTENTION OF THIS DETAIL IS TO MORE COMPLETELY SHOW THE FINISHED ASSEMBLY OF CRANE BEAM TOCOLUMN CONNECTIONS. REFER TO THE CRANE PLAN AND/OR STRUCTURAL ELEVATIONS FOR LOCATIONS OF ANGLEBRACING AND BRACE STRUTS, AS WELL AS PART NUMBERS.THE (2) BOLTS AT THE CLIP TO BEAM CONNECTIONARE TO BE HAND TIGHTENED ONLY. THREADSMUST BE DISTORTED TO PREVENT BOLTS FROMLOOSENING.VIEW A SHOWS THE ANGLE BRACE CONNECTION FROM THE COLUMN STIFFENER TO THE CRANE BEAM.VIEW B SHOWS THE TIE-BACK CLIP CONNECTION FROM THE CRANE BEAM TO THE COLUMN.3" OCRANE RAILR3VIEW C IS AN ENGLARGED VIEW OF THE TIE-BACK CLIP CONNECTION.1/2"SEE THE RAIL TO RUNWAY BEAM CONNECTION DETAILS (EITHER HOOK BOLT OR FLOATING CLAMP DETAIL) FORADDITIONAL CONNECTION REQUIREMENTS.CRANE BEAMSEE THE ADDITIONAL CRANE DETAILS, PLANS, OR FRAME CROSS SECTIONS FOR MATERIAL SIZES, CRITICALDIMENSIONS, AND LOAD INFORMATION.4"IMPORTANT NOTE: FIELD SLOTTING OF LATERAL TIE BACK PLATE OR ANGLES IS NOT PERMITTED. FIELDMODIFICATION OF THIS CONNECTION WILL ADVERSELY AFFECT THE STRUCTURAL PERFORMANCE AND INTEGRITYOF THE CRANE RUNWAY SYSTEM.TIE-BACK CLIP (TOP ANDBOTTOM).THE (4)BOLTS AT THE CLIP TOCOLUMN CONNECTIONMUST BE FULLYTIGHTENED.VIEW CCRANE BEAM SYSTEM IS SHOWN WITH RUNWAY BEAM & CHANNEL, CONCEPTUAL ONLY. ACTUAL CRANE BEAMSYSTEM WILL BE RUNWAY BEAM OR RUNWAY BEAM & CHANNELTOP-RUNNING BRIDGECRANE ASSEMBLY DETAILS(RUNWAY BEAM CONNECTION, SUPPORT VARIES, BRACKET SHOWN)AH1060Detailer Notes:1) THIS DETAIL IS TO BE USED IN ADDITION TO THE STANDARD DETAILS THAT YOU WOULD NORMALLY USE.IT IS INTENDED TO HELP THE ERECTOR INSTALL THIS CONNECTION.Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 2 x 2
CRANE DETAILSPRIMARY FRAMINGAH1100 - BEAM TO BRACKET STD. CONNECTION (BEAM BY NBG)Download the DWG file by clicking here.REMAINING CLEARUNDER RAFTERRAFTERCOLUMNFACE OF COL.C/L OF RAILCENTER TO CENTER OF CRANE RAILSSHIM PLATES,(2) CSP01 PLATES SHOWNFIELD WORK MAY REQUIRE ADDING OR REMOVINGSHIM PLATES FOR PROPER CONNECTION TOCOLUMN FLANGE. (4) SHIM PLATES PER COLUMNARE PROVIDED.FIELD NOTE:THE NUMBER OF SHIM PLATES REQUIRED PERCONNECTION TOCOLUMN MAY VARY FROM: 0 TO 4, (DO NOT EXCEED (4) PLATES)MAXIMUM SHIM SPACE IS 5/8"(2) CLIPSMK. CBC01CRANE TIE BACK PLATE3 (SHOP WELDED)1 (4) 3/4" Ø X 3" A325BOLTS H0633NUTS H0320WASHERS H0220LB. ASCE RAIL1BOLTS MUST BE FULLY TIGHTENED.2BOLTS TO BE HAND TIGHTENED ONLY.THREADS MUST BE DISTORTED TOPREVENT BOLTS FROM LOOSENING.3FIELD SLOTTING OF LATERAL TIE BACKPLATE OR ANGLES IS NOT PERMITTED.FIELD MODIFICATION OF THIS CONNECTIONWILL ADVERSELY AFFECT THE STRUCTURALPERFORMANCE AND INTEGRITY OF THE CRANERUNWAY SYSTEM.MINIMUM CLEARABOVE TOP/CRANE RAILFACE OF COL.CCAP CHANNEL(IF REQ'D)2(2) 3/4" Ø X 3" A325BOLTS H0633NUTS H0320WASHERS H0220TOP/RAIL A.F.F.STEEL LINECRANE BEAMWAH1110DEEP CRANEBRACKETCRANE BRACE ANGLE(4)- 3/4" Ø X 3" A325BOLTS H0633NUTS H0320WASHERS H0220COLUMNNOTE: SEE RAIL TO RUNWAY BEAM CONNECTION DETAILS (EITHER HOOK BOLTOR FLOATING CLAMP DETAIL) FOR ADDITIONAL CONNECTION REQUIREMENTS.TOP RUNNING BRIDGE CRANE DETAILCRANE ID:RUNWAY BEAM TO BRACKET AND CRANE TIE BACK CONNECTIONAH1100Detailer Notes:1) THIS DETAIL COVERS BOTH THE STANDARD AND HEAVY TIE BACK CONNECTION AND MATERIAL BYOTHERS. IT IS CONTROLLED BY LAYERS AND ATTRIBUTES. SIMPLY TURN LAYERS OFF AND ON WITHTHE LIGHTBULBS. TO ACCESS ATTRIBUTES DOUBLE CLICK DETAIL.Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 2 x 3
CRANE DETAILSPRIMARY FRAMINGAH1100 - BEAM TO BRACKET HEAVY CONNECTION (BEAM BY NBG)Download the DWG file by clicking here.REMAINING CLEARUNDER RAFTERRAFTERCOLUMNFACE OF COL.C/L OF RAILCENTER TO CENTER OF CRANE RAILSSHIM PLATES,(2) CSP02 PLATES SHOWNFIELD WORK MAY REQUIRE ADDING OR REMOVINGSHIM PLATES FOR PROPER CONNECTION TOCOLUMN FLANGE. (4) SHIM PLATES PER COLUMNARE PROVIDED.FIELD NOTE:THE NUMBER OF SHIM PLATES REQUIRED PERCONNECTION TOCOLUMN MAY VARY FROM: 0 TO 4, (DO NOT EXCEED (4) PLATES)MAXIMUM SHIM SPACE IS 5/8"(2) CLIPSMK. CBC04CRANE TIE BACK PLATE3 (SHOP WELDED)1 (4) 1"Ø X 3 1/4" A325BOLTS H0640NUTS H0330WASHERS H0240LB. ASCE RAIL1BOLTS MUST BE FULLY TIGHTENED.2BOLTS TO BE HAND TIGHTENED ONLY.THREADS MUST BE DISTORTED TOPREVENT BOLTS FROM LOOSENING.3FIELD SLOTTING OF LATERAL TIE BACKPLATE OR ANGLES IS NOT PERMITTED.FIELD MODIFICATION OF THIS CONNECTIONWILL ADVERSELY AFFECT THE STRUCTURALPERFORMANCE AND INTEGRITY OF THE CRANERUNWAY SYSTEM.MINIMUM CLEARABOVE TOP/CRANE RAILFACE OF COL.CCAP CHANNEL(IF REQ'D)2(2) 3/4"Ø X 3" A325BOLTS H0633NUTS H0320WASHERS H0220TOP/RAIL A.F.F.STEEL LINECRANE BEAMWAH1110DEEP CRANEBRACKETCRANE BRACE ANGLE(4)- 3/4"Ø X 3" A325BOLTS H0633NUTS H0320WASHERS H0220COLUMNNOTE: SEE RAIL TO RUNWAY BEAM CONNECTION DETAILS (EITHER HOOK BOLTOR FLOATING CLAMP DETAIL) FOR ADDITIONAL CONNECTION REQUIREMENTS.TOP RUNNING BRIDGE CRANE DETAILCRANE ID:RUNWAY BEAM TO BRACKET AND CRANE TIE BACK CONNECTIONAH1100Detailer Notes:1) THIS DETAIL COVERS BOTH THE STANDARD AND HEAVY TIE BACK CONNECTION AND MATERIAL BYOTHERS. IT IS CONTROLLED BY LAYERS AND ATTRIBUTES. SIMPLY TURN LAYERS OFF AND ON WITHTHE LIGHTBULBS. TO ACCESS ATTRIBUTES DOUBLE CLICK DETAIL.Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 2 x 3
CRANE DETAILSPRIMARY FRAMINGAH1100 - BEAM TO BRACKET (BEAM NOT BY NBG)Download the DWG file by clicking here.RAFTERCOLUMNFACE OF COL.FACE OF COL.FIELD WELD OPPOSITESIDE OF WEB FROMFACTORY WELDC/L OF RAILCENTER TO CENTER OF CRANE RAILSREMAINING CLEAR UNDER RAFTERSTEEL LINE3/16"4 1/4"RAIL (NOT BY METALBUILDING SUPPLIER)4 1/4"CAP CHANNEL (NOT BYMETAL BUILDING SUPPLIER)CRANE BEAM (NOT BY METALBUILDING SUPPLIER)FIELD DRILL HOLES INCOLUMN. LATERAL BEAMATTACH TO COLUMN (NOTBY METAL BUILDINGSUPPLIER)ASSUMED INFORMATIONAH1111DEEP CRANEBRACKETCRANE BRACE ANGLEBOLTS (NOT BY MBS)MBS STD. BOLTPATTERN FOR3/4Ø BOLTS13/16" X 1 1/4" SLOTS(BRACKET ONLY)COLUMNTOP OF BRACKETRUNWAY BEAM CAP CHANNEL CRANE RAIL ASCENOTE: SEE RAIL TO RUNWAY BEAM CONNECTION DETAILS (EITHER HOOK BOLTOR FLOATING CLAMP DETAIL) FOR ADDITIONAL CONNECTION REQUIREMENTS.TOP RUNNING BRIDGE CRANE DETAILCRANE ID:RUNWAY BEAM TO BRACKET AND CRANE TIE BACK CONNECTIONAH1100Detailer Notes:1) THIS DETAIL COVERS BOTH THE STANDARD AND HEAVY TIE BACK CONNECTION AND MATERIAL BYOTHERS. IT IS CONTROLLED BY LAYERS AND ATTRIBUTES. SIMPLY TURN LAYERS OFF AND ON WITHTHE LIGHTBULBS. TO ACCESS ATTRIBUTES DOUBLE CLICK DETAIL.Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 2 x 3
CRANE DETAILSPRIMARY FRAMINGAH1110 - BEAM BRACING WITH NO BRACE STRUT (BEAM BY NBG)Download the DWG file by clicking here.CL2"2"3'-10"(2) 3/4"Ø X 3" A325BOLTS H0633/NUTS H0320COLUMNANGLE MK. CBASEE CRANE PLAN(IF REQ'D)STIFFENERCRANE BRACKET2"2"RUNWAY BEAM2"2"1/8"1/8"CLTOP RUNNING BRIDGECRANE DETAILRUNWAY BEAM TO COLUMN BRACING (TYPICAL UNLESS NOTED OTHERWISE)AH1110Detailer Notes:1)Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 1 x 1
CRANE DETAILSPRIMARY FRAMINGAH1111 - BEAM BRACING WITH NO BRACE STRUT (BEAM NOT BY NBG)Download the DWG file by clicking here.CL2"2"3'-10"(2) 3/4"Ø X 3" A325BOLTS H0633/NUTS H0320COLUMNANGLE MK. CBASEE CRANE PLAN(IF REQ'D)STIFFENERCRANE BRACKET4"2"RUNWAY BEAM(NOT BY METAL BUILDINGSUPPLIER)13/16"Ø HOLES(FIELD DRILLED)4"TOP RUNNING BRIDGECRANE DETAILRUNWAY BEAM TO COLUMN BRACING (TYPICAL UNLESS NOTED OTHERWISE)AH1111Detailer Notes:1)Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 1 x 1
CRANE DETAILSPRIMARY FRAMINGAH1120 - BEAM BRACING WITH BRACE STRUT (BEAM BY NBG)Download the DWG file by clicking here.CL2"2"(2)-3/4" Ø x 3" A3253'-10"(2) 3/4"Ø X 3" A325BOLTS H0633/NUTS H03202"BOLTS H0633/NUTS H0320CL OF BRACE STRUTAND ROD BRACING2"ANGLE MK. CBASEE CRANE PLAN(IF REQ'D)5"BRACE STRUTSTIFFENERCRANE BRACKET2"2"RUNWAY BEAM2"2"1/8"1/8"CLTOP RUNNING BRIDGECRANE DETAILRUNWAY BEAM TO COLUMN BRACING (TYPICAL AT BRACED BAY)AH1120Detailer Notes:1) PLEASE NOTE THAT THE 2" DIMENSION ON THE BRACE STRUT SHOWN ABOVE (THE ONE AT THEVERY TOP OF THE DETAIL) IS FROM THE FACE OF THE WEB TO HOLE AND NOT FROM CENTERLINEOF WEB.Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 1 x 1
CRANE DETAILSPRIMARY FRAMINGAH1121 - BEAM BRACING WITH BRACE STRUT (BEAM NOT BY NBG)Download the DWG file by clicking here.CL2"2"(2)-3/4" Ø x 3" A3253'-10"(2) 3/4"Ø X 3" A325BOLTS H0633/NUTS H03202"BOLTS H0633/NUTS H0320CL OF BRACE STRUTAND ROD BRACING2"ANGLE MK. CBASEE CRANE PLAN(IF REQ'D)5"BRACE STRUTSTIFFENERCRANE BRACKET4"2"RUNWAY BEAM(NOT BY METAL BUILDINGSUPPLIER)13/16"Ø HOLES(FIELD DRILLED)4"TOP RUNNING BRIDGECRANE DETAILRUNWAY BEAM TO COLUMN BRACING (TYPICAL AT BRACED BAY)AH1121Detailer Notes:1) PLEASE NOTE THAT THE 2" DIMENSION ON THE BRACE STRUT SHOWN ABOVE (THE ONE AT THEVERY TOP OF THE DETAIL) IS FROM THE FACE OF THE WEB TO HOLE AND NOT FROM CENTERLINEOF WEB.Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 1 x 1
CRANE DETAILSPRIMARY FRAMINGAH1130 - BEAM BRACING WITH PIPE BRACE (BEAM BY NBG)Download the DWG file by clicking here.8 1/4"3 3/4"4 1/2"8 1/4"BRACING MARKNUMBERS ANDLOCATIONS ABOVEAND/OR BELOW ASSHOWN ONELEVATIONS3 3/4"BRACING MARKNUMBERS ANDLOCATIONS ABOVEAND/OR BELOW ASSHOWN ONELEVATIONS4 1/2"2 1/2"2 1/2"2 1/2"PIPE STRUT SEEPLAN/ELEVATIONSFOR MK. NUMBERS &LOCATIONSSHOP WELDEDSTIFFENERSPIPE STRUT SEEPLAN/ELEVATIONSFOR MK. NUMBERS &LOCATIONSSHOP WELDEDSTIFFENERSCOLUMN WEBCOLUMN WEBSECTION ASECTION AAT 6" Ø PIPE STRUTAT 8" Ø PIPE STRUTUSE (2) 1" X 3 1/4" A325 BOLTSH0640/NUTS H0330AT EACH END OF PIPE STRUTUSE (3) 1" X 3 1/4" A325 BOLTSH0640/NUTS H0330AT EACH END OF PIPE STRUTCL2"2"3'-10"(2) 3/4"Ø X 3" A325BOLTS H0633/NUTS H0320CL OF BRACE STRUTAND ROD BRACING2"ANGLE MK. CBASEE CRANE PLAN(IF REQ'D)BRACE STRUTSTIFFENERCRANE BRACKET2"2"RUNWAY BEAM2"2"1/8"1/8"CLTOP RUNNING BRIDGECRANE DETAILRUNWAY BEAM TO COLUMN BRACING (TYPICAL AT BRACED BAY)AH1130Detailer Notes:1) SHOP WELDED STIFFENER: PSC19 AT BU2447 W/ DOUBLE ROD, PSC67 AT BU1663, PSC69 AT BU2447.IF THE BRACKET IS A CUSTOM SIZE THE STIFFENER WILL BE A NON STANDARD SIZE.Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 1 x 2
CRANE DETAILSPRIMARY FRAMINGAH1131 - BEAM BRACING WITH PIPE BRACE (BEAM NOT BY NBG)Download the DWG file by clicking here.8 1/4"3 3/4"8 1/4"BRACING MARKNUMBERS ANDLOCATIONS ABOVEAND/OR BELOW ASSHOWN ONELEVATIONS4 1/2"3 3/4"BRACING MARKNUMBERS ANDLOCATIONS ABOVEAND/OR BELOW ASSHOWN ONELEVATIONS4 1/2"2 1/2"2 1/2"2 1/2"PIPE STRUT SEEPLAN/ELEVATIONSFOR MK. NUMBERS &LOCATIONSSHOP WELDEDSTIFFENERSPIPE STRUT SEEPLAN/ELEVATIONSFOR MK. NUMBERS &LOCATIONSSHOP WELDEDSTIFFENERSCOLUMN WEBCOLUMN WEBSECTION ASECTION AAT 6" Ø PIPE STRUTAT 8" Ø PIPE STRUTUSE (2) 1" X 3 1/4" A325 BOLTSH0640/NUTS H0330AT EACH END OF PIPE STRUTUSE (3) 1" X 3 1/4" A325 BOLTSH0640/NUTS H0330AT EACH END OF PIPE STRUTCL2"2"3'-10"(2) 3/4"Ø X 3" A325BOLTS H0633/NUTS H0320CL OF BRACE STRUTAND ROD BRACING2"ANGLE MK. CBASEE CRANE PLAN(IF REQ'D)BRACE STRUTSTIFFENERCRANE BRACKET4"RUNWAY BEAM(NOT BY METALBUILDING SUPPLIER)13/16"Ø HOLES(FIELD DRILLED)4"TOP RUNNING BRIDGECRANE DETAILRUNWAY BEAM TO COLUMN BRACING (TYPICAL AT BRACED BAY)AH1131Detailer Notes:1) SHOP WELDED STIFFENER: PSC19 AT BU2447 W/ DOUBLE ROD, PSC67 AT BU1663, PSC69 AT BU2447.IF THE BRACKET IS A CUSTOM SIZE THE STIFFENER WILL BE A NON STANDARD SIZE.Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 1 x 2
CRANE DETAILSPRIMARY FRAMINGAH1200 - BEAM TO BRACKET STD. CONNECTION (BEAM BY NBG)REMAINING CLEARUNDER RAFTERDownload the DWG file by clicking here.CENTER TO CENTEROF CRANE RAILSFACE OF COL231BOLTS MUST BE FULLY TIGHTENED.2BOLTS TO BE HAND TIGHTENED ONLY.THREADS MUST BE DISTORTED TOPREVENT BOLTS FROM LOOSENING.3FIELD SLOTTING OF LATERAL TIE BACKPLATE OR ANGLES IS NOT PERMITTED.FIELD MODIFICATION OF THIS CONNECTIONWILL ADVERSELY AFFECT THE STRUCTURALPERFORMANCE AND INTEGRITY OF THE CRANERUNWAY SYSTEM.FACE OF COLCL RAILSHIM PLATES,(2) CSP01 PLATES SHOWNFIELD WORK MAY REQUIRE ADDING ORREMOVING SHIM PLATES FOR PROPERCONNECTION TO COLUMN FLANGE. (4) SHIMPLATES PER COLUMN ARE PROVIDED.(2) CLIPSMK. CBC01(TYP.)2CRANE TIE BACK PLATE3 (SHOP WELDED)LB./YD. ASCE RAIL1(6)- 3/4"Ø X 3" A325BOLTS H0633NUTS H0320WASHERS H0220(TYP.)AH1210CCAP CHANNEL(IF REQ'D)TOP OF RAIL A.F.F.CL RAILMINIMUM CLEARABOVE TOP/CRANE RAILCENTER TO CENTER OF CRANE RAILSFIELD NOTE:THE NUMBER OF SHIM PLATES REQUIRED PERCONNECTION TO COLUMN MAY VARY FROM: 0 TO 4, (DONOT EXCEED (4) PLATES) MAXIMUM SHIM SPACE IS 5/8"CRANE BEAMWDEEP CRANEBRACKET(4)- 3/4"Ø X 3" A325BOLTS H0633NUTS H0320WASHERS H0220CRANE BRACE ANGLESNOTE: SEE RAIL TO RUNWAY BEAM CONNECTIONDETAILS (EITHER HOOK BOLT OR FLOATING CLAMPDETAIL) FOR ADDITIONAL CONNECTIONREQUIREMENTS.TOP RUNNING BRIDGE CRANE DETAILRUNWAY BEAM TO BRACKET AND CRANE TIE BACK CONNECTIONCRANE ID:AH1200Detailer Notes:1) THIS DETAIL COVERS BOTH THE STANDARD AND HEAVY TIE BACK CONNECTION AND MATERIAL BYOTHERS. IT IS CONTROLLED BY LAYERS AND ATTRIBUTES. SIMPLY TURN LAYERS OFF AND ON WITHTHE LIGHTBULBS. TO ACCESS ATTRIBUTES DOUBLE CLICK DETAIL.Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 2 x 3
CRANE DETAILSPRIMARY FRAMINGAH1200 - BEAM TO BRACKET HEAVY CONNECTION (BEAM BY NBG)REMAINING CLEARUNDER RAFTERDownload the DWG file by clicking here.CENTER TO CENTEROF CRANE RAILSFACE OF COL231BOLTS MUST BE FULLY TIGHTENED.2BOLTS TO BE HAND TIGHTENED ONLY.THREADS MUST BE DISTORTED TOPREVENT BOLTS FROM LOOSENING.3FIELD SLOTTING OF LATERAL TIE BACKPLATE OR ANGLES IS NOT PERMITTED.FIELD MODIFICATION OF THIS CONNECTIONWILL ADVERSELY AFFECT THE STRUCTURALPERFORMANCE AND INTEGRITY OF THE CRANERUNWAY SYSTEM.FACE OF COLCL RAILSHIM PLATES,(2) CSP02 PLATES SHOWNFIELD WORK MAY REQUIRE ADDING ORREMOVING SHIM PLATES FOR PROPERCONNECTION TO COLUMN FLANGE. (4) SHIMPLATES PER COLUMN ARE PROVIDED.(2) CLIPSMK. CBC04(TYP.)2CRANE TIE BACK PLATE3 (SHOP WELDED)LB./YD. ASCE RAIL1(4)- 1"Ø X 3 1/4" A325BOLTS H0640NUTS H0330WASHERS H0240(TYP.)(2)- 3/4"Ø X 3" A325BOLTS H0633NUTS H0320WASHERS H0220(TYP.)AH1210CCAP CHANNEL(IF REQ'D)TOP OF RAIL A.F.F.CL RAILMINIMUM CLEARABOVE TOP/CRANE RAILCENTER TO CENTER OF CRANE RAILSFIELD NOTE:THE NUMBER OF SHIM PLATES REQUIRED PERCONNECTION TO COLUMN MAY VARY FROM: 0 TO 4, (DONOT EXCEED (4) PLATES) MAXIMUM SHIM SPACE IS 5/8"CRANE BEAMWDEEP CRANEBRACKET(4)- 3/4"Ø X 3" A325BOLTS H0633NUTS H0320WASHERS H0220CRANE BRACE ANGLESNOTE: SEE RAIL TO RUNWAY BEAM CONNECTIONDETAILS (EITHER HOOK BOLT OR FLOATING CLAMPDETAIL) FOR ADDITIONAL CONNECTIONREQUIREMENTS.TOP RUNNING BRIDGE CRANE DETAILRUNWAY BEAM TO BRACKET AND CRANE TIE BACK CONNECTIONCRANE ID:AH1200Detailer Notes:1) THIS DETAIL COVERS BOTH THE STANDARD AND HEAVY TIE BACK CONNECTION AND MATERIAL BYOTHERS. IT IS CONTROLLED BY LAYERS AND ATTRIBUTES. SIMPLY TURN LAYERS OFF AND ON WITHTHE LIGHTBULBS. TO ACCESS ATTRIBUTES DOUBLE CLICK DETAIL.Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 2 x 3
CRANE DETAILSPRIMARY FRAMINGAH1200 - BEAM TO BRACKET (BEAM NOT BY NBG)Download the DWG file by clicking here.CENTER TO CENTEROF CRANE RAILSFACE OF COLFACE OF COLFIELD WELDOPPOSITE SIDE OFWEB FROM FACTORYWELDCL RAIL3/16"RAIL (NOT BY METALBUILDING SUPPLIER)REMAINING CLEAR UNDER RAFTERCL RAILCENTER TO CENTER OF CRANE RAILS4 1/4"CHANNEL (NOT BY METALBUILDING SUPPLIER)4 1/4"BEAM (NOT BY METALBUILDING SUPPLIER)FIELD DRILL HOLES INCOLUMN. LATERAL BEAMATTACHMENT TO COLUMN(NOT BY METAL BUILDINGSUPPLIER)ASSUMED INFORMATIONAH1211DEEP CRANEBRACKETCRANE BRACE ANGLESBOLTS (NOT BY N.B.G.)NOTE: SEE RAIL TO RUNWAY BEAM CONNECTIONDETAILS (EITHER HOOK BOLT OR FLOATING CLAMPDETAIL) FOR ADDITIONAL CONNECTIONREQUIREMENTS.TOP/BRACKET A.F.F.RUNWAY BEAM CAP CHANNEL CRANE RAIL ASCENBG STD. BOLTPATTERN FOR 3/4"ØBOLTS13/16"X1 1/4" SLOTS(BRACKET ONLY)TOP RUNNING BRIDGE CRANE DETAILRUNWAY BEAM TO BRACKET AND CRANE TIE BACK CONNECTIONCRANE ID:AH1200Detailer Notes:1) THIS DETAIL COVERS BOTH THE STANDARD AND HEAVY TIE BACK CONNECTION AND MATERIAL BYOTHERS. IT IS CONTROLLED BY LAYERS AND ATTRIBUTES. SIMPLY TURN LAYERS OFF AND ON WITHTHE LIGHTBULBS. TO ACCESS ATTRIBUTES DOUBLE CLICK DETAIL.Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 2 x 3
CRANE DETAILSPRIMARY FRAMINGAH1210 - BEAM BRACING WITH NO BRACE STRUT (BEAM BY NBG)Download the DWG file by clicking here.4'-0" TYP.RUNWAY BEAMCOLUMNSTIFFENER2"2" 2"ANGLE MK. CBA- (IF REQ'D)(2) 3/4"Øx 3" A325BOLTS H0633/NUTS H0320AT EACH ANGLE2"CENTER OFCOLUMN2"2"CRANE BRACKET2"2"RUNWAY BEAM1/8"1/8"CLTOP RUNNING BRIDGECRANE DETAILRUNWAY BEAM TO COLUMNAH1210Detailer Notes:1)Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 1 x 1
CRANE DETAILSPRIMARY FRAMINGAH1211 - BEAM BRACING WITH NO BRACE STRUT (BEAM NOT BY NBG)Download the DWG file by clicking here.4'-0" TYP.2"TYP.RUNWAY BEAM(NOT BY METAL BUILDINGSUPPLIER)COLUMNSTIFFENER2"2" 2"ANGLE MK. CBA- (IF REQ'D)(2) 3/4"Øx 3" A325BOLTS H0633/NUTS H0320AT EACH ANGLE2"CENTER OFCOLUMN4"CRANE BRACKET4"13/16"Ø HOLES(FIELD DRILLED)RUNWAY BEAM(NOT BY METAL BUILDINGSUPPLIER)TOP RUNNING BRIDGECRANE DETAILRUNWAY BEAM TO COLUMNAH1211Detailer Notes:1)Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 1 x 1
CRANE DETAILSPRIMARY FRAMINGAH1220 - BEAM BRACING WITH BRACE STRUT (BEAM BY NBG)Download the DWG file by clicking here.4'-0" TYP.RUNWAY BEAMCOLUMNSTIFFENERBRACE STRUT2"2" 2"ANGLE MK. CBA- (IF REQ'D)(2) 3/4"Øx 3" A325BOLTS H0633/NUTS H0320AT EACH ANGLE2"CL OF BRACE STRUTAND ROD BRACING5"(2)-3/4" Ø x 3" A325BOLTS H0633/NUTS H03202"2"CRANE BRACKET2"2"RUNWAY BEAM1/8"1/8"CLTOP RUNNING BRIDGECRANE DETAILRUNWAY BEAM TO COLUMN BRACING (TYPICAL AT BRACED BAY)AH1220Detailer Notes:1) PLEASE NOTE THAT THE 2" DIMENSION ON THE BRACE STRUT SHOWN ABOVE (THE ONE AT THE VERYTOP OF THE DETAIL) IS FROM THE WEB TO HOLE AND NOT FROM CENTERLINE OF WEB.Issued: 04.27.20 (2019.051)Issued By : WMECERTIFIED ERECTION DETAILSDetail Size (W x H) : 1 x 1
CRANE DETAILSPRIMARY FRAMINGAH1221 - BEAM BRACING WITH BRACE STRUT (BEAM NOT BY NBG)Download the DWG file by clicking here.4'-0" TYP.2"TYP.RUNWAY BEAMNOT BY METAL BUILDINGSUPPLIERCOLUMNSTIFFENERBRACE STRUT2"2" 2"ANGLE MK. CBA- (IF REQ'D)(2) 3/4"Øx 3" A325BOLTS H0633/NUTS H0320AT EACH ANGLE2"CL OF BRACE STRUTAND ROD BRACING5"(2)-3/4" Ø x 3" A325BOLTS H0633/NUTS H03204"CRANE BRACKET4"13/16"Ø HOLES(FIELD DRILLED)RUNWAY BEAMNOT BY METAL BUILDINGSUPPLIERTOP RUNNING BRIDGECRANE DETAILRUNWAY BEAM TO COLUMN BRACING (TYPICAL AT BRACED BAY)AH1221Detailer Notes:1) PLEA
Crane Rail & Method of Attachment Runway Beam or Runway Beam & Channel Brackets or Auxiliary Columns Design For Crane Loads Only Crane Stops N (Over 100 KIPS) Clearance Under Knee F Clearance Under Knee G D C NOTES: MATERIALS PROVIDED BY METAL BUILDING SUPPLIER AH1020 1) THIS DETAIL
Double Girder Overhead Traveling Crane Double Beam EOT Crane P r o d u c t s & S e r v i c e s. MATERIAL HANDLING CRANES Material Lifting Crane Heavy Duty Crane Electric Overhead Travel Crane Single Beam Crane P r o d u c t s & S e r v i c e s. GANTRY CRANE Portable Gantry Crane Heavy Duty Gantry Crane Semi
o 3.3.9 Bulk-handling crane o 3.3.10 Loader crane Overhead crane: An overhead crane, also known as a bridge crane, is a type of crane where the hook-and-line mechanism runs along a horizontal beam that it self runs along two widely separated rails. Often it is in a long factory building and runs along rails along the building's two long walls .
2. Crane Equipments 11 7\. Incell Crane "l-h 30/5-ton Electric Overhead Crane 'C}. 3-ton Electric Overhead Crane 5K 2-ton Electric Monorail Hoist n\. 30-ton Fixed Hoist Hj-. 3-ton Electric Suspension Crane Chapter 2. Overview of Technology Development Status 12 Section 1. Design Requirements 1. General 2. Crane Design Requiremenrs 7\. Over Head .
Overhead Crane Safety and Prevention Basic Crane Safety 1. No one but a regularly authorized operator is allowed to use any crane. 2. Do not carry a load over people on the floor. Sound warning devices to alert persons nearby. 3. Do not allow anyone to ride on a load carried by the crane or on the crane hook.
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Traveling Crane Electric Overhead Cranes EOT Girder Crane O u r P r o d u c t s. ELECTRIC CRANES Overhead EOT Crane EOT Overhead Crane Material Handling EOT Crane Overhead Traveling Crane O u r P r o d u c t s. OTHER PRODUCTS: Wire Rope Hoist Free Standing Cranes Material Handling
Custom-designed fall protection bridge crane system sharing a runway with a Mass Crane and Hoist built . 15 Ton Double Girder Bridge Crane Individual and group crane and hoist operational and . . Spanco Shaw-Box TC/American Tractel Yale. Mass Crane & Hoist Tyngsboro, MA. p 800-909-2299 i
Introduction to Academic Writing This study pack is designed to take about 50 minutes. It will give you an introduction to academic writing, sharing the most important principles that will guide you through writing during your degree at UCL. It was put together by the Writing Lab, which is the section of the Academic Communication Centre(ACC) that serves students from Bartlett; Psychology .
