6 A Beginner's Guide to Project No.: Sheet No.: Structural ...

1 General member and connection design is to be in accordance with latest version of the American Institute of Steel Construction (AISC) Specification for Structural Steel Buildings and the AISC Specification for Structural Joints using ASTM A325 or A490 bolts as found in the AISC Steel Construction Manual (SCM). steel is the preferred type for each shape as indicated in the Steel Construction Manual unless otherwise noted or specified in problem bolts are 34" dia. A325-N in standard holes unless otherwise noted or specificed in problem statements. Faying surfaces are Class A (unpainted clean mill scale). Prevention of slip is a serviceability limit drawings presented here are schematic in nature. Actual member and bolt types and sizes and connection configurations are subject to change during problem drawings are intended for use in teaching Structural steel design and are not intended for actual Beginner's Guide toStructural EngineeringMiscellaneous Steel DetailsCopyright 2007 T.

2 Bartlett QuimbyThis document is the property of T. Bartlett Quimby. The copyright holder gives permission for the use of this document for legitimate educational purposes as long as appropriate reference is given to the copyright holder. No part of this document may be usd for commercial purposes of any kind except by the copyright Index:S1 Splice ConnectionsS2 Brace ConnectionsS3 Beam-Column ConnectionsS4 Beam-Beam ConnectionsS5 Miscellaneous DetailsS6 Composite Beams6 COVMISCDET_STL2007 TBQBy:Date: Project No.:Checked:Date: Sheet No.:ofQAssociatesuimby&Consulting Sheet ------Scale:A Beginner's Guide toStructural Engineering0. 8/23/071'-6" "(5) spaces @ 3" "12" "3 sp @ 3" "Center on Web8"dia Std Stl Pipe112"SymmetricA(N) SP @ BCEEDSYMMETRICW SectionW18x76 Splice Plate3"3"2"2"2"3"3"3"3"3"3"3"3"2"28"2"2" 10"10"EQEQ3"3"2"3"2"3"3"3"3"3"3"MC PlateSYMMETRICSCALE: 3/4" = 1'-0"BGSE: MiscDet-Stl1 SPLICE CONNECTIONSCALE: 3/4" = 1'-0"2 SPLICE CONNECTIONSCALE: 1" = 1'-0"4 SPLICE CONNECTIONSCALE: 1" = 1'-0"5 SPLICE CONNECTIONSCALE: 3/4" = 1'-0"3 SPLICE :Date: Project No.

3 :Checked:Date: Sheet No.:ofQAssociatesuimby&Consulting CONNECTIONS------Scale:A Beginner's Guide toStructural Engineering0. 8/23/07 BGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-Stl12"12"(7) sp @ 3" = 21" " " "4"4" " "9" "WT 12x31212"(3) sp @ 3"212"112"(5) sp @ 3"112"1'-2"Bolt (TYP)3/4" Plate1/2" PLSplice PLs are all same thickness in this connectionW SectionA(X) sp @ BAConnection PlateAAW Section(N) sp @ ABSYMMETRICa1L1a2L2 SCALE: " = 1'-0"1 SPLICE CONNECTIONSCALE: 1" = 1'-0"2 SCALE: " = 1'-0"3 SCALE: " = 1'-0"4 SPLICE CONNECTIONSPLICE CONNECTIONSPLICE :Date: Project No.:Checked:Date: Sheet No.:ofQAssociatesuimby&Consulting CONNECTIONS------Scale:A Beginner's Guide toStructural Engineering0. 8/23/07 BGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-Stl3"3"2"2"2"3"3"3"3"10"EQEQ112" Nearest inch to bf-1"112"3/163/16LW SectionSCALE: " = 1'-0"1 SPLICE :Date: Project No.

4 :Checked:Date: Sheet No.:ofQAssociatesuimby&Consulting CONNECTIONS------Scale:A Beginner's Guide toStructural Engineering0. 8/23/07 BGSE: MiscDet-StlAB(X) sp @ CAAG usset PLDouble AnglesGusset PLMemberPipe SectionHSS SectionGusset PLChannel(X) sp @ BAAEQUALAEQUALAG usset PLDouble AnglesGusset PLChannelSizeLength, ZSizeLength, YSizeLength, XLLLSCALE: " = 1'-0"1 BRACE CONNECTIONSCALE: " = 1'-0"3 SCALE: " = 1'-0"5 SCALE: " = 1'-0"2 SCALE: " = 1'-0"4 BRACE CONNECTIONBRACE CONNECTIONBRACE CONNECTIONBRACE :Date: Project No.:Checked:Date: Sheet No.:ofQAssociatesuimby&Consulting CONNECTIONS------Scale:A Beginner's Guide toStructural Engineering0. 8/23/07 BGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-StlA(N) sp @ DW Section BeamW Section ColumnWT BracketBCCAW Section BeamW Section ColumnPlatea1a1BW Section ColumnPlateW Section Column(N) sp @ DPlatea2L2a1L1a3L3 ABCAW Section BeamHSS ColumnPlate through slot in columna1a1 BSYMSYMSYMSCALE: 3/4" = 1'-0"1 BEAM-COLUMN CONNECTIONSCALE: 3/4" = 1'-0"2 BEAM-COLUMN CONNECTIONSCALE: 3/4" = 1'-0"4 BEAM-COLUMN CONNECTIONSCALE: 3/4" = 1'-0"5 BEAM-COLUMN :Date: Project No.

5 :Checked:Date: Sheet No.:ofQAssociatesuimby&Consulting CONNECTIONS------Scale:A Beginner's Guide toStructural EngineeringSCALE: 3/4" = 1'-0"3 BEAM-COL CONNECTION0. 8/23/07 BGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-Stl(N) sp @ DAABAACa1L1a2L2 Conn. PlateW SectionSCALE: 1" = 1'-0"1 BEAM-BEAM :Date: Project No.:Checked:Date: Sheet No.:ofQAssociatesuimby&Consulting CONNECTIONS------Scale:A Beginner's Guide toStructural Engineering0. 8/23/07 BGSE: MiscDet-Stl(4) "Y" SpacesZPX112"(3) "Y" Spacings112"112"ZPAngleXWT112"112"PXPA ngleWTXABAB aaaaSCALE: " = 1'-0"1 ECCENTRIC CONNECTIONSCALE: " = 1'-0"2 ECCENTRIC :Date: Project No.:Checked:Date: Sheet No.:ofQAssociatesuimby&Consulting DETAILS------Scale:A Beginner's Guide toStructural EngineeringSCALE: " = 1'-0"4 ECCENTRIC CONNECTIONSCALE: " = 1'-0"5 ECCENTRIC CONNECTIONSCALE: " = 1'-0"3 NOT USEDNot Used0.

6 8/23/07 BGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-StlW21x50W21x50W21x50W21x5020'30 '10'12'HSS 6x6x1/2W12x65W12x65W12x65W12x65W12x65W12 x65of frameFlange in plane123of frameFlange in planeof frameWeb in planeAll Beam-Col joints in the plane ofthe frame are moment resistingAll Joints out of the plane ofthe frame are pinned & as '-0"5'-0"10'-0"5'-0"3'-0"ABCD5--4--8" Conc. WallW8x31N1N2t1W18x__BBearing PlateN3N4T2T3 SCALE: 1/8" = 1'-0"1 FRAME ELEVATIONSCALE: 1/4" = 1'-0"BGSCM: MiscDet2 BEAM :Date: Project No.:Checked:Date: Sheet No.:ofQAssociatesuimby&Consulting DETAILS------Scale:A Beginner's Guide toStructural EngineeringSCALE: 1/4" = 1'-0"3 BEAM DIAGRAMSCALE: 1" = 1'-0"4 BEARING DETAIL5 BEARING DETAILSCALE: 1" = 1'-0"0. 8/23/07 BGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-Stl20'-0"15'-0"SYMMETRICF ixed in Plane, Pinned out of PlanePinned in plane, Pinned out of Plane20'-0"Square HSSW SectionQw10'-0"3'-0"W24x68W21x57W21x50W2 1x6220'30'10'12'W12x65W12x65W12x65W12x65 of frameWeb in plane123of frameFlange in planeof frameWeb in planeAll Beam-Col joints in the plane ofthe frame are moment resistingAll Joints out of the plane ofthe frame are pinned & as 'W12x65W12x65W14x82415'of frameFlange in planeHSS 5x5x1/2 PinnedW24x68W18x35W18x35W18x35W21x57W14x 82W14x82W14x82W14x82W14x82 All columns on the first levelare braced at mid-height inout-of-plane directionSCALE: 1/4" = 1'-0"1 BEAM :Date: Project No.

7 :Checked:Date: Sheet No.:ofQAssociatesuimby&Consulting DETAILS------Scale:A Beginner's Guide toStructural EngineeringSCALE: 1/4" = 1'-0"2 FRAME ELEVATIONSCALE: ------3 FRAME ELEVATION0. 8/23/07 BGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-Stl1. 11/13/07 Building LengthBuilding WidthConcrete SlabSteel Beams Evenly Spaced10" Conc. Wall10" Conc. Wall2--3--W Sectionstuds (Typ)Dist to EdgeC-C BeamsC-C BeamstsConc. Slab10"W SectionBearing PlateConc. WallStudsConc. SlabSCALE: 1/8" = 1'-0"1 ROOF :Date: Project No.:Checked:Date: Sheet No.:ofQAssociatesuimby&Consulting BEAMS------Scale:A Beginner's Guide toStructural EngineeringSCALE: 1/4" = 1'-0"2 ROOF SECTION3 ROOF SECTIONSCALE: 1" = 1'-0"0. 8/23/07 BGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-Stl3--2--Typical Bay WidthTypical Bay SpanJoist Size & SpacingTypical GirderAB12W Sectionstuds (Typ)C-C JoistsC-C JoiststsConc.

8 SlabJoist BeamStudsConc. SlabJoist BeamGirder BeamGridSCALE: 1/8" = 1'-0"1 FLOOR :Date: Project No.:Checked:Date: Sheet No.:ofQAssociatesuimby&Consulting BEAMS------Scale:A Beginner's Guide toStructural EngineeringJOIST SECTIONS2 SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"3 JOIST/GIRDER SECTION0. 8/23/07 BGSE: MiscDet-StlBGSE: MiscDet-StlBGSE: MiscDet-Stl