(50 FT FT) MICHIGAN DEPARTMENT OF TRANSPORTATION 10-0" 7-6" 8-0" 6-0" Truss Depth. 3" sheets 5 & 6 of 10) DEPARTMENT DIRECTOR. Kirk T.
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1 Column truss connection (See details sheets 3 & 4 of 10) \ Span (Odd number of panels) \ Span (Even number of panels) Back truss chord Top truss chord \ Truss Chord splice Truss depth (See details \ Left column Intermediate panel 10-0" End panel s Bottom truss chord sheet 10 of 10) \ Right column Top of finished varies (See chart below) Base plate (See details sheets 5 & 6 of 10) grade Drilled shaft ISOMETRIC VIEW Truss Data Truss Number End Truss Depth Base Camber Length of Panel (Chord-to- Plate at Panels Length Chord) Diameter Midpoint /8" /8" /8" " 42" 2 1/2" /4" /8" " " /8" /4" /8" /4" " 38" 1 1/8" /8" /8" /4" /8" see camber diagram sheet 2 DEPARTMENT DIRECTOR Kirk T. Steudle FOR Michigan Department of Transportation PREPARED BY DESIGN DIVISION APPROVED BY: DIRECTOR, BUREAU OF FIELD SERVICES STEEL TRUSS TYPE E (50 FT FT) DRAWN BY: CHECKED BY: DHD AJU APPROVED BY: DIRECTOR, BUREAU OF HIGHWAY DEVELOPMENT 1 OF 10
2 NOTES: 1. The design of this structure is based on the AASHTO Standard Specifications for Structural Supports for Highway signs, Luminaries and Traffic Signals, current Edition. 2. Maximum sign area is 1200 square feet. Signs should not project past the ends of the truss. 3. Type I signs shall not be used on the same truss as variable message signs. 4. All structural steel, bolts, welding and galvanizing shall be per "MDOT Standard Specifications for Construction". 5. Hot-dip galvanize all truss components prior to bolted assembly. 6. Tighten all high strength galvanized bolts by the turn of the nut method according to Subsection D. except at splice connections. Splice connections shall have a flat washer and lock washer under each nut and tightened to a snug tight condition. 7. Do not lift the trusses by the web members. 8. Maximum projection of the sign beyond the top chord is 6 feet. 9. For truss lengths 50 feet to 105 feet, minimum sign height with aluminum beam is 7 feet. 10. For truss lengths 110 feet to 140 feet, minimum sign height with aluminum beam is 9 feet. 11. Field splices may be placed along the structure to facilitate fabrication. Place field splice \ 1-6" min. to the gusset plate edge. Any deviation from the details shown on this typical will require approved shop drawings before fabrication. 12. Perform ultrasonic inspection of butt welded splices in column and chord members. 13. Blast clean base plates, stiffeners, and all weldments prior to galvanizing. 14. See current MDOT Sign Support Typical Plan Sign-340-Series for sign foundation. 15. See current MDOT Sign Support Typical Plan Sign-700-Series for sign connection. 16. Column sections shall be ASTM A53, Grade B or API-5l-X42. sections for 50 feet to 105 feet trusses shall be 24"! x 0.938", 24"! x 0.969" may be substituted. Sections for 110 feet to 140 feet trusses shall be 24"! x 1.219". 17. Chord sections shall be ASTM A500, Grade B HSS 6"! x 0.500", ASTM A annealed HSS 6"! HSSx 0.375" or ASTM A500, Grade B HSS 6 5/8"x 0.432" or ASTM A500, Grade B HSS 6 5/8"x 0.432". 18. Web s shall be ASTM A36 l 5"x 5"x 7/16" or l 5" x 5"x 1/2". 19. All steel plates shall be ASTM A709, Grade Use 7/8"! ASTM A325 bolts for all connections. Provide! holes unless otherwise stated. Use an ASTM F436 flat washer and a lock washer according to Section C of the MDOT Standard Specifications for Construction under each nut for splice connections. 21. The estimated weight of the truss is 195 lbs/ft During the erection process the minimum number of bolts required to be installed prior to letting traffic resume under the erected truss shall be: 2 bolts Camber minimum per chord-column connection plate for span lengths between 50 and 105, and 4 bolts minimum per chord-column connection plate for span lengths between 110 and 140. No signs shall be erected until all bolts are installed. 1/2 Span 1/2 Span Warpage in the base plate shall not exceed 1/16" per foot. CAMBER DIAGRAM NOT TO SCALE 2 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
3 Column cap (See details sheet 10 of 10) A 1/4" Cap 3/4" Plate Top truss chord See Detail A Level 45 l5 x 5 x 7/16 3/4" Plate 3-3 3/4" 2-5 1/4" \ Top chord l5 x 5 x 7/16 s Bott truss chord 8-0" For 110 to 140 truss 6-0" For 50 to 105 truss Back truss chord \ Truss chord 8-1 5/8" Clear between plates 6-1 5/8" Clear between plates B B 26 - (Max.) \ Gusset plates 6" 6" A \ Bottom Chord 5/8" Plate 1/4 (Typ.) 1/4 12" /2" for 8-1/4 1/4 (Typ.) (110 to 140 Truss) (50 to 105 Truss) Optional splice 6 1/2" 0" Truss depth 2-7" for 6-0" Truss depth VIEW A-A Wrap weld around outside edge, Stop 1/4" short of corner clip Base plate 30 RIGHT COLUMN 3/8" TRUSS CONNECTION DETAIL (LEFT COLUMN SIMILAR) (Web members and connection plates omitted for clarity) DETAIL OF OPTIONAL 1/4"x 2" Plate or std. chill ring BUTT-WELDED SPLICE NOT TO SCALE 3 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
4 5/8" Plate 1-3/4" 3/8 3/8 3/4" 12" 1/2" & bottom of > & gusset > DETAIL A 3-4" " 6" \ Plate 1/2" \ Bolts 24"! Pipe 15/16"! 1-1/2" 2-1/2" 1 3/4" 1 3/4" 4 3/4" 4 3/4" 1-3/4" 6 1/2" 3-5 1/2" for 8-0" Truss depth 2-7" for 6-0" Truss depth 3-1/2" Plate Washer Detail (2-1/2" x 3-1/2" x 5/16") SECTION B-B (Web members and connection plates omitted for clarity) Truss chord \ 3/4" Plate and \ truss chord 2 1/8"x 15/16" Slotted hole A plate washer is required under the 1-2 1/2" nut. ASTM F436 flat washers required under the bolt head and the nut /2" 4" 4" 4" 4" 4" 4" 2-0"! /4" 1 3/4" 4 3/4" 4 3/4" 2" \ 3/4" Plate 1 3/4" 9 1/2" 15/16"! Hole (typ.) " for 8-0" Truss depth 3 - for 6-0" Truss depth CHORD-COLUMN CONNECTION PLATE DETAILS 4 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
5 5/16 Column 3/8 3/8 30 Continuous 1/4 5/8 5/8 Back up ring 1/4"x min Base plate Stiffener plate DETAIL B 1/4" Wrap weld around outside edge stop weld 1/4" around corner clip 1-4 1/2" See Detail C Stiffener plate (typ.) See Detail B Leveling nut 4" 7" \ Anchor bolt Drilled shaft SECTION C-C 1/4" Weld and Column wall grind smooth Drilled shaft \ 32"! Bolt circle DETAIL C C C 15 Stiffener plate 6"! Hole 2 3/16"! Holes for 2"! bolts Column O.D. 24" Base plate 38"! x PLAN VIEW 38" BASE PLATE NOT TO SCALE 5 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
6 1/4" See Detail C 1 - (sheet 5) Plate See Detail B (sheet 5) Leveling nut 6" Anchor bolt Drilled shaft SECTION D-D Drilled shaft \ 36"! Bolt circle D D /16"! Holes for 2"! bolts 6"! Hole Column O.D. 24" Base plate 42"! x PLAN VIEW 42" BASE PLATE 6 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
7 \ Top chord Top truss chord E \ Connection " For 110 to 140 span 6-0" For 50 to 105 span 4-0" For 4-0" For 110 to 140 span 110 to 140 span 3-0" For 3-0" For 50 to 105 span 50 to 105 span plates \ Truss \ Bottom chord 8-0" For 110 to 140 span 6-0" For 50 to 105 span 30 \ Connection plates E F Back truss chord \ Connection plates F Bottom truss chord /8" For 8-0" truss depth 5-2 3/8" For 6-0" truss depth TYPICAL SECTION OF TRUSS \ Span (odd \ Span (Even number of panels) number of panels) See Detail D \ Back truss chord 6-0" or 8-0" See Detail E See Detail F s \ Top truss chord VIEW E-E (VIEW F-F SIMILAR) See Detail J See Detail G \ Top truss chord See Detail H s 6-0" Or 8-0" \ Bottom truss chord See Detail K \ Span (Odd \ Span (Even number of panels) number of panels) See Detail L FRONT OF TRUSS ELEVATION NOT TO SCALE (BACK TRUSS CHORD AND ATTACHED ANGLES NOT SHOWN FOR CLARITY) 7 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
8 \ Bolts \ Bolts 2 1/4" 1-8" DETAIL D DETAIL E Column connection > \ Bolts (see details sheet 4 of 10) plate shown skewed to plane of view \ Bolts (typ.) DETAIL F DETAIL G Column connection > (see details sheet 4 of 10) 90 \ Bolts \ Bolts DETAIL H DETAIL J 2-6" \ Bolts \ Bolts DETAIL K DETAIL L Dimension typical for all connection details. See sheet 9 of 10 for alternate connection details. 8 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
9 1 3/8" 8" 4" of 1 3/8" 4" 8" of ALTERNATE DETAIL D ALTERNATE DETAIL E of Column connection > (See details sheet 4 of 10) plate shown skewed to plane of view of ALTERNATE DETAIL F ALTERNATE DETAIL G Column connection > (See details sheet 4 of 10) 6" 90 of of ALTERNATE DETAIL H ALTERNATE DETAIL J of 2-6" of ALTERNATE DETAIL K ALTERNATE DETAIL L Dimension typical for all connection details. NOT TO SCALE 9 OF 10 NOTE: THE ORIGINAL SIGNED COPY IS KEPT ON FILE AT THE.
10 7 = 1-9" 2 3/16" G 7/8"! Bolt w/lock washer 3 13/16" G 3 = 9" 3 = 9" 1/8" Max. gap between pipes \ Splice ELEVATION l6 x 6 x 1/2 7/8"! Bolt w/lock washer SECTION G-G CHORD SPLICE CONNECTION DETAILS 3/16" 1/4" Plate PLUG DETAIL (USE AT EACH END OF BACK CHORD) L1 1/2 x 1 1/2 x 1/4 9/16"! Hole tack weld 1/2" hex nut or tap hole in for 1/2"! bolt 1/2" Hex head bolt 1/4" Cap plate 1/4" 1/2" SECTION H-H H H COLUMN CAP DETAIL 10 OF 10
TYPE J (20 FT - 40 FT) MICHIGAN DEPARTMENT OF TRANSPORTATION 10-0" 7-6" NOTE: sheet 5 & 6 of 10) DEPARTMENT DIRECTOR. Kirk T.
Column truss connection Chord splice (see details (See details sheets 3 & 4 of 10) s Top truss chord Free end panel 10-0" Support end panels length varies (See chart below) \ Truss Back truss chord Top
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