General Notes:. ll member and connection design is to be in accordance with latest version the merican Institute Steel Construction (ISC) Specification for Structural Steel Buildings and the ISC Specification for Structural Joints using STM or 490 bolts as found in the ISC Steel Construction Manual (SCM).. ll steel is the preferred type for each shape as indicated in the Steel Construction Manual unless otherwise noted or specified in problem statements.. ll bolts are 4" dia. -N unless otherwise noted or specificed in problem statements. 4. Concrete 8-day strength, f'c, is 4,000 psi. The drawings presented here are schematic in nature. ctual member and bolt types and sizes and connection configurations are subject to change during problem completition. 6. These drawings are intended for use in teaching structural steel design and are not intended for actual construction. Copyright 007 T. Bartlett uimby Peters Creek Bridge This document is the property T. Bartlett uimby. The copyright holder gives permission for the use this document for legitimate educational purposes as long as appropriate reference is given to the copyright holder. No part this document may be usd for commercial purposes any kind except by the copyright holder. Sheet Index: S Isometric S Plan, Prile, & Section S-S7 Connection Details 0. 8//07 COVER SHEET & uimby COV 7 Checked: TB 007 and@alaska.com --
Joint D S 7 Joint E 0. 8//07 Joint D Joint E Joint F Joint B Joint C Joint B Joint ISOMETRIC & NOTES Checked: TB 007 Deck Beam End Joint B Joint C Bottom Joint BRIDGE ISOMETRIC VIEW SCLE: /8" = '-0" & uimby and@alaska.com --
'-9" 7'-6" 7'-6" End 7'-6" BRIDGE PLN SCLE: /8" = '-0" 4 SYMMETRIC 6'-9" 6'-9" 6'-9" BRIDGE PROFILE SCLE: /8" = '-0" (Typ) S7 Conc. Deck (Typ) S6 Joint # (TYP) S6 S 6 7 6 S 6 S4 S 4 S7 Truss S4 and and s BRIDGE SECTION SCLE: /8" = '-0" laska or Bust! laska or Bust! SYMMETRIC 7'-" '-4" '-0" minimum 4'-0" 6'-0" minimum 6'-0" '-0" minimum uimby & -- and@alaska.com PLN, PROFILE & SECTION TB 007 Checked: 0. 8//07 S 7
7 chord Plate -- Lattice Plates S Channels Channels 0. 8//07 W Sect. Foundation Pin Connection ngle JOINT ISOMETRIC VIEW End SCLE: /" = '-0" Lattice Plates TOP CHORD SECTION -- SCLE: " = '-0" TOP CHORD BTM VIEW SCLE: " = '-0" CONNECTION DETILS Checked: TB 007 End Connection ngles W Sect. End Foundation Pin Gusset Plate Foundation Pin 4 JOINT ISOMETRIC VIEW JOINT SECTION JOINT FRONT VIEW 6 SCLE: /" = '-0" SCLE: /4" = '-0" SCLE: /4" = '-0" -- and@alaska.com
7 s Connection ngles S4 Deck Beam 0. 8//07 s BOTH SIDES, TYP Conc. 4" Deck /8 " LTERNTE GIRDER CONN. Connection ngles JOINT B TOP VIEW JOINT B ISOMETRIC VIEW SCLE: /" = '-0" SCLE: /4" = '-0" SCLE: /4" = '-0" Connection ngles Connection ngles CONNECTION DETILS Checked: TB 007 Gusset Plates nection Connection ngles ngles Gusset Plates Deck Beam Grider 4 JOINT B ISOMETRIC VIEW JOINT B SECTION JOINT B FRONT VIEW 6 SCLE: /" = '-0" SCLE: /4" = '-0" SCLE: /4" = '-0" -- and@alaska.com
7 Connection ngles S 0. 8//07 s JOINT C ISOMETRIC VIEW SCLE: /" = '-0" Gusset Plate SIMILR S4 " (TYP),./4" MIN CONNECTION DETILS Checked: TB 007 JOINT C ISOMETRIC VIEW SCLE: /" = '-0" " (TYP),./4" MIN./" (TYP),./4" MIN JOINT C FRONT VIEW SCLE: " = '-0" -- and@alaska.com
S6 7 0. 8//07 JOINT D ISOMETRIC Gusset Plate SCLE: /" = '-0" S Plate JOINT E ISOMETRIC SCLE: /" = '-0" S CONNECTION DETILS Checked: TB 007 S Channels Gusset Plate JOINT D DETIL SCLE: " = '-0" 4 JOINT E DETIL SCLE: " = '-0" -- and@alaska.com
7 Conc. Slab S7 0. 8//07 JOINT F ISOMETRIC Gusset Plate SCLE: /" = '-0" S Connection ngles BEM-BEM CONNECTION DETIL SCLE: " = '-0" CONNECTION DETILS Checked: TB 007 Gusset Plate JOINT F DETIL SCLE: " = '-0" -- and@alaska.com