884-B610-02 R1 Strut Details_136304074.pdf
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- Attached to
- Two (2) 2400 HP Towboats for USACE New Orleans
- Solicitation number
- W912BU-23-B-0026
About this file
The document contains technical drawings and specifications for strut details for two 2400 HP towboats being procured by the US Army Corps of Engineers Engineering District Philadelphia under solicitation number W912BU-23-B-0026. The drawings show dimensions, materials, and fabrication details for struts to be installed on each towboat, including orientations, welds, doublers, and general notes specifying design standards and inspection requirements. Struts will be fabricated from ordinary strength hull steel and built up with added stock and edges beveled for installation according to the drawings. Each strut foil axis will be oriented at a 62.5 degree dihedral angle above horizontal intersecting 2 inches below the shaft centerline, and include a 13.4 degree aft sweep angle. Struts will also be rotated 3 degrees outboard to align with wake flowlines determined through computational fluid dynamics analysis.
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FOR
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AutoCAD SHX Text SECTION 7-C STRUT ARRANGEMENT PORT SIDE SHOWN, STBD SIM/OPP FR 39.5 LKG FWD (TOE ANGLE OMITTED FOR CLARITY) SCALE: " = 1'-0"34" = 1'-0"
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MLD FR 39
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PROP @ FR 40
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12" PL BKT, TYP 6 PLCS (FR 39 AT GIRDERS)
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VESSEL CL
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SHAFT CL
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SEE DETAIL 7-B
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LONG'L GIRDER, TYP @ 2', 8' & 10' OCL (SEE REF 2)
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FR 39 BOTTOM STRUCTURE
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6" X " PL DOUBLER12" PL DOUBLER
AutoCAD SHX Text ELEVATION 4-C STRUT DETAILS PROJECTED VIEW, OMISSIONS FOR CLARITY DIMENSIONS APPROXIMATE, SEE NOTE 5 SCALE: " = 1'-0"34" = 1'-0"
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FR 39 (REF)
AutoCAD SHX Text STRUT (2 PER SHAFT, 27.5° FROM VERTICAL & TOED 3° OTBD SEE SECTION 7-C & DET 2-B)
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STRUT BOSS (SEE REF 1)
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SEE DETAIL 2-B
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BHD
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RUDDER TUBE, TYP
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SEE DETAIL 4-B
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SEE DET 3-D
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GIRDER, TYP 2' P/S OF SHAFT CL
AutoCAD SHX Text DETAIL 7-B TYPICAL STRUT WELD DETAIL SIM AT BOSS & BOTTOM DOUBLER SCALE: 3"=1'-0"
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TYP (INCREASE REINF.
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A/R TO SUIT SKEW
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AT TUBULAR INTERFACE
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& BOTTOM SHELL)
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DETAIL 2-B TYPICAL STRUT FABRICATION DETAIL (SEE NOTE 5) SCALE: 3"=1'-0"
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12" PL
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1 " RB12" RB
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GRIND SMOOTH
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BUILD UP & GRIND TO " RADIUS12" RADIUS
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2"X1" FB
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SEE ELEV 4-C
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(~7) EQ SPCD
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STRUT CHORD CL
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SHAFT CL (REF)
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STRUT FOIL AXIS (AT MID-CHORD)
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6" X " PL DOUBLER12" PL DOUBLER
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DETAIL 4-B SHELL DOUBLER DETAIL SCALE: 3"=1'-0"
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STRUT
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SEE DETAIL 7-B
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DOUBLER
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BOTTOM SHELL
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DETAIL 2-C STRUT TOE ANGLE DETAILS NOT TO SCALE
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CENTER
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PORT
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STBD
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STRUT BOSS (TYP)
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APPROX INTERSECT OF STRUT AT BOSS (TOE ANGLE CONSTANT THRU STRUT LENGTH)
AutoCAD SHX Text DETAIL 3-D TRIPPING BRACKET DETAILS 12" FWD FR 39 TYP 6 PLCS SCALE: " = 1'-0"34" = 1'-0"
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45° SNIPE
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4"X " TB12" TB
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DOUBLER (& LEADING EDGE OF STRUT)
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CHECKED
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DRAWN
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DATE
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DESCRIPTION
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ZONE
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REV.
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PROJECT NO.
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SCALE
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SIZE
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DWG. NO.
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SHEET
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OF
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REV
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BRISTOL HARBOR GROUP, INC.
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CHECKED BY:
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BHGI PROJ #:
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DRAWN BY:
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APP'D BY:
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CORPS OF ENGINEERS
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DEPARTMENT OF THE ARMY
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MARINE DESIGN CENTER
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DATE:
AutoCAD SHX Text 22705
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DATE:
AutoCAD SHX Text 99 POPPASQUASH RD, UNIT H BRISTOL, RI 02809 PH 401.253.4318 FAX 401.253.2329 www.bristolharborgroup.com
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MARINE DESIGN CENTER
AutoCAD SHX Text CEMVN BIENVILLE TOWBOAT REPLACEMENT 90x41x10
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20MAY22
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AS NOTED
AutoCAD SHX Text 884-B610-02
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WAJ
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CCW
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STRUT DETAILS
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REVISION HISTORY
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DPE
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WAJ
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02DEC22
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AutoCAD SHX Text FOLLOWING PER MDC LETTER 3189-0358 DATED 15NOV22: 1. REFERENCE CORRECTED. REFERENCE CORRECTED. 2. BOTTOM REINFORCEMENT DETAILS CLARIFIED, BOTTOM REINFORCEMENT DETAILS CLARIFIED, DETAIL 3-D ADDED.. 3. PROJECTED STRUT INTERSECT SHIFTED 2" BELOW PROJECTED STRUT INTERSECT SHIFTED 2" BELOW SHAFT CL AND TOE OUT ANGLE UPDATED TO 3°PER CFD RESULTS; DETAIL 2-C ADDED. GENERAL NOTE 5 UPDATED TO SUIT. 4. DIMENSIONS REVISED THROUGHOUT TO DIMENSIONS REVISED THROUGHOUT TO REFERENCE STRUT AXIS VICE SURFACE(S) OF STRUT FOIL.
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4-C 7-C,4-C, 3-D ALL 4-C
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GENERAL NOTES
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REFERENCES
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NO.
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DESCRIPTION
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DWG. NO.
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PROPULSION SHAFTING DETAILS
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LONGITUDINAL STRUCTURE
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1. VESSEL SHALL BE CLASSED MALTESE CROSS A-1 TOWING VESSEL, RIVER SERVICE AMS VESSEL SHALL BE CLASSED MALTESE CROSS A-1 TOWING VESSEL, RIVER SERVICE AMS A-1 TOWING VESSEL, RIVER SERVICE AMS AMS 2. ALL MATERIALS TO BE IN ACCORDANCE WITH ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR ALL MATERIALS TO BE IN ACCORDANCE WITH ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR MATERIALS TO BE IN ACCORDANCE WITH ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR MATERIALS TO BE IN ACCORDANCE WITH ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR TO BE IN ACCORDANCE WITH ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR TO BE IN ACCORDANCE WITH ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR BE IN ACCORDANCE WITH ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR BE IN ACCORDANCE WITH ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR IN ACCORDANCE WITH ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR IN ACCORDANCE WITH ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR ACCORDANCE WITH ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR ACCORDANCE WITH ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR WITH ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR WITH ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR ABS RULES FOR MATERIALS AND WELDING, PART 2 FOR RULES FOR MATERIALS AND WELDING, PART 2 FOR RULES FOR MATERIALS AND WELDING, PART 2 FOR FOR MATERIALS AND WELDING, PART 2 FOR FOR MATERIALS AND WELDING, PART 2 FOR MATERIALS AND WELDING, PART 2 FOR MATERIALS AND WELDING, PART 2 FOR AND WELDING, PART 2 FOR AND WELDING, PART 2 FOR WELDING, PART 2 FOR WELDING, PART 2 FOR PART 2 FOR PART 2 FOR 2 FOR 2 FOR FOR FOR ORDINARY STRENGTH HULL STRUCTURAL STEEL EXCEPT WHERE SPECIFICALLY NOTED. 3. ALL FIT UP, WELDING PREPARATION AND PROCESSES, TESTING AND INSPECTION TO BE IN ALL FIT UP, WELDING PREPARATION AND PROCESSES, TESTING AND INSPECTION TO BE IN FIT UP, WELDING PREPARATION AND PROCESSES, TESTING AND INSPECTION TO BE IN FIT UP, WELDING PREPARATION AND PROCESSES, TESTING AND INSPECTION TO BE IN UP, WELDING PREPARATION AND PROCESSES, TESTING AND INSPECTION TO BE IN UP, WELDING PREPARATION AND PROCESSES, TESTING AND INSPECTION TO BE IN WELDING PREPARATION AND PROCESSES, TESTING AND INSPECTION TO BE IN WELDING PREPARATION AND PROCESSES, TESTING AND INSPECTION TO BE IN PREPARATION AND PROCESSES, TESTING AND INSPECTION TO BE IN PREPARATION AND PROCESSES, TESTING AND INSPECTION TO BE IN AND PROCESSES, TESTING AND INSPECTION TO BE IN AND PROCESSES, TESTING AND INSPECTION TO BE IN PROCESSES, TESTING AND INSPECTION TO BE IN PROCESSES, TESTING AND INSPECTION TO BE IN TESTING AND INSPECTION TO BE IN TESTING AND INSPECTION TO BE IN AND INSPECTION TO BE IN AND INSPECTION TO BE IN INSPECTION TO BE IN INSPECTION TO BE IN TO BE IN TO BE IN BE IN BE IN IN IN ACCORDANCE WITH ABS RULE REQUIREMENTS AND TO THE SATISFACTION OF THE ATTENDING AND TO THE SATISFACTION OF THE ATTENDING TO THE SATISFACTION OF THE ATTENDING TO THE SATISFACTION OF THE ATTENDING THE SATISFACTION OF THE ATTENDING THE SATISFACTION OF THE ATTENDING SATISFACTION OF THE ATTENDING SATISFACTION OF THE ATTENDING OF THE ATTENDING OF THE ATTENDING THE ATTENDING THE ATTENDING ATTENDING ATTENDING SURVEYOR. ALL ENGINE FOUNDATION WELDS TO BE DOUBLE CONTINUOUS OR FULL PENETRATION. 4. BUILT-UP STRUTS SHALL BE FABRICATED WITH ADDED STOCK, SCRIBED AND TRIMMED TO SUIT, AND BUILT-UP STRUTS SHALL BE FABRICATED WITH ADDED STOCK, SCRIBED AND TRIMMED TO SUIT, AND STRUTS SHALL BE FABRICATED WITH ADDED STOCK, SCRIBED AND TRIMMED TO SUIT, AND STRUTS SHALL BE FABRICATED WITH ADDED STOCK, SCRIBED AND TRIMMED TO SUIT, AND SHALL BE FABRICATED WITH ADDED STOCK, SCRIBED AND TRIMMED TO SUIT, AND SHALL BE FABRICATED WITH ADDED STOCK, SCRIBED AND TRIMMED TO SUIT, AND BE FABRICATED WITH ADDED STOCK, SCRIBED AND TRIMMED TO SUIT, AND BE FABRICATED WITH ADDED STOCK, SCRIBED AND TRIMMED TO SUIT, AND FABRICATED WITH ADDED STOCK, SCRIBED AND TRIMMED TO SUIT, AND FABRICATED WITH ADDED STOCK, SCRIBED AND TRIMMED TO SUIT, AND WITH ADDED STOCK, SCRIBED AND TRIMMED TO SUIT, AND WITH ADDED STOCK, SCRIBED AND TRIMMED TO SUIT, AND ADDED STOCK, SCRIBED AND TRIMMED TO SUIT, AND ADDED STOCK, SCRIBED AND TRIMMED TO SUIT, AND STOCK, SCRIBED AND TRIMMED TO SUIT, AND STOCK, SCRIBED AND TRIMMED TO SUIT, AND SCRIBED AND TRIMMED TO SUIT, AND SCRIBED AND TRIMMED TO SUIT, AND AND TRIMMED TO SUIT, AND AND TRIMMED TO SUIT, AND TRIMMED TO SUIT, AND TRIMMED TO SUIT, AND TO SUIT, AND TO SUIT, AND SUIT, AND SUIT, AND AND AND EDGES BEVELED ALL AROUND FOR INSTALLATION PER INDICATED DETAILS HEREIN. 5. EACH STRUT FOIL AXIS SHALL BE ORIENTED WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL EACH STRUT FOIL AXIS SHALL BE ORIENTED WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL STRUT FOIL AXIS SHALL BE ORIENTED WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL STRUT FOIL AXIS SHALL BE ORIENTED WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL FOIL AXIS SHALL BE ORIENTED WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL FOIL AXIS SHALL BE ORIENTED WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL AXIS SHALL BE ORIENTED WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL AXIS SHALL BE ORIENTED WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL SHALL BE ORIENTED WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL SHALL BE ORIENTED WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL BE ORIENTED WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL BE ORIENTED WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL ORIENTED WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL ORIENTED WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL WITH 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL 62.5 DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL DEGREE DIHEDRAL ANGLE ABOVE HORIZONTAL DIHEDRAL ANGLE ABOVE HORIZONTAL DIHEDRAL ANGLE ABOVE HORIZONTAL ANGLE ABOVE HORIZONTAL ANGLE ABOVE HORIZONTAL ABOVE HORIZONTAL ABOVE HORIZONTAL HORIZONTAL HORIZONTAL (FORMING A 55-DEGREE INCLUDED ANGLE BETWEEN AXES), INTERSECTING 2" BELOW SHAFT A 55-DEGREE INCLUDED ANGLE BETWEEN AXES), INTERSECTING 2" BELOW SHAFT A 55-DEGREE INCLUDED ANGLE BETWEEN AXES), INTERSECTING 2" BELOW SHAFT 55-DEGREE INCLUDED ANGLE BETWEEN AXES), INTERSECTING 2" BELOW SHAFT 55-DEGREE INCLUDED ANGLE BETWEEN AXES), INTERSECTING 2" BELOW SHAFT INCLUDED ANGLE BETWEEN AXES), INTERSECTING 2" BELOW SHAFT INCLUDED ANGLE BETWEEN AXES), INTERSECTING 2" BELOW SHAFT ANGLE BETWEEN AXES), INTERSECTING 2" BELOW SHAFT ANGLE BETWEEN AXES), INTERSECTING 2" BELOW SHAFT BETWEEN AXES), INTERSECTING 2" BELOW SHAFT BETWEEN AXES), INTERSECTING 2" BELOW SHAFT AXES), INTERSECTING 2" BELOW SHAFT AXES), INTERSECTING 2" BELOW SHAFT INTERSECTING 2" BELOW SHAFT INTERSECTING 2" BELOW SHAFT 2" BELOW SHAFT 2" BELOW SHAFT BELOW SHAFT BELOW SHAFT SHAFT SHAFT CENTERLINE; AND SHALL INCLUDE AN AFT SWEEP ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS AND SHALL INCLUDE AN AFT SWEEP ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS AND SHALL INCLUDE AN AFT SWEEP ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS SHALL INCLUDE AN AFT SWEEP ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS SHALL INCLUDE AN AFT SWEEP ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS INCLUDE AN AFT SWEEP ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS INCLUDE AN AFT SWEEP ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS AN AFT SWEEP ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS AN AFT SWEEP ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS AFT SWEEP ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS AFT SWEEP ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS SWEEP ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS SWEEP ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS ANGLE OF 13.4 DEGREES. STRUT FOILS CHORDS OF 13.4 DEGREES. STRUT FOILS CHORDS OF 13.4 DEGREES. STRUT FOILS CHORDS 13.4 DEGREES. STRUT FOILS CHORDS 13.4 DEGREES. STRUT FOILS CHORDS DEGREES. STRUT FOILS CHORDS DEGREES. STRUT FOILS CHORDS STRUT FOILS CHORDS STRUT FOILS CHORDS FOILS CHORDS FOILS CHORDS CHORDS CHORDS SHALL BE ROTATED 3 DEGREES OUTBOARD ABOUT EACH RESULTING STRUT AXIS ORIENTATION, TO BE ROTATED 3 DEGREES OUTBOARD ABOUT EACH RESULTING STRUT AXIS ORIENTATION, TO BE ROTATED 3 DEGREES OUTBOARD ABOUT EACH RESULTING STRUT AXIS ORIENTATION, TO ROTATED 3 DEGREES OUTBOARD ABOUT EACH RESULTING STRUT AXIS ORIENTATION, TO ROTATED 3 DEGREES OUTBOARD ABOUT EACH RESULTING STRUT AXIS ORIENTATION, TO 3 DEGREES OUTBOARD ABOUT EACH RESULTING STRUT AXIS ORIENTATION, TO 3 DEGREES OUTBOARD ABOUT EACH RESULTING STRUT AXIS ORIENTATION, TO DEGREES OUTBOARD ABOUT EACH RESULTING STRUT AXIS ORIENTATION, TO DEGREES OUTBOARD ABOUT EACH RESULTING STRUT AXIS ORIENTATION, TO OUTBOARD ABOUT EACH RESULTING STRUT AXIS ORIENTATION, TO OUTBOARD ABOUT EACH RESULTING STRUT AXIS ORIENTATION, TO ABOUT EACH RESULTING STRUT AXIS ORIENTATION, TO ABOUT EACH RESULTING STRUT AXIS ORIENTATION, TO EACH RESULTING STRUT AXIS ORIENTATION, TO EACH RESULTING STRUT AXIS ORIENTATION, TO RESULTING STRUT AXIS ORIENTATION, TO RESULTING STRUT AXIS ORIENTATION, TO STRUT AXIS ORIENTATION, TO STRUT AXIS ORIENTATION, TO AXIS ORIENTATION, TO AXIS ORIENTATION, TO ORIENTATION, TO ORIENTATION, TO TO TO ALIGN WITH WAKE FLOWLINES AS DETERMINED VIA CFD ANALYSIS.
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