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Truck Type (Tons) HS-20 (36T) HL-93 (100T) Type 3 (25T) Type 3S2 (40T) Type 3-3 (40T) HS-20 HL-93 Type 3 Type 3S2 Type 3-3 HS-20 HL-93 Type 3 Type 3S2 Type 3-3 (36T) (100T) (25T) (40T) (40T) (36T) (100T) (25T) (40T) (40T)
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Rating (Tons) Load Factor Inventory Operating 37* 61* 32* 53* 46* 77* 62* 104* 48 45 61 72 50 47 65 77 81 76 102 120 84 79 108 128
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APPLICATIONS OF BRIDGE DESIGN AND RATING METHODS
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Sheikh Ibrahim s Method for Checking Gusset Plate Connections in Steel Truss
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Following the collapse of I-35W Bridge, FHWA developed a simpli ed method for gusset plate design (Refer to Sheikh Ibrahim, F I, Load Rating Evaluation of Gusset Plates in Truss Bridges, FHWA Bridge Design Guidance No 1, February, 2008) Due to the need for checking the failed gusset connections, it is important to apply Ibrahim s method to similar connection details
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Gusset Plate Resistance in accordance with the Load and Resistance Factor Rating Method (LRFR)
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Summary Procedures: The evaluation of gusset connections shall include: 1 The evaluation of the connecting plates and 2 Evaluation of fasteners a The resistance of a gusset connection is determined at the strength limit state only and is the smaller resistance of the fasteners or gusset plates b For safety, owners may require that connections be checked at other limit states such as the service limit state to minimize serviceability problems
The Resistance of Fasteners
For concentrically loaded bolted and riveted gusset connections, the axial load in each connected member may be assumed to be distributed equally to all fasteners, at the strength limit state 1 The bolts in bolted gusset connections shall be evaluated to prevent: Bolt shear Plate bearing failures at the strength limit state At the strength limit state, the provisions of AASHTO LRFD Article 61327 and 61329 shall apply for determining the bolts resistance to prevent bolt shear and plate bearing failures 2 Riveted gusset connections The rivets shall be evaluated for: Rivet shear Plate bearing failures at the strength limit state The plate bearing resistance for riveted connections shall be in accordance with AASHTO LRFD Article 61329 for bearing at bolt holes
The Resistance of Gusset Plates
The resistance of a gusset plate shall be determined as the plate s least resistance in: Shear, Tension including block shear, Compression, and Combined exural and axial loads
Gusset Plates in Tension
Gusset plates subjected to axial tension shall be investigated for three conditions: Yield on the gross section, Fracture on the net section, Block shear rupture
SECTION 2
STRENGTHENING AND REPAIR WORK
The factored resistance, Rr, for gusset plates in tension shall be taken as the least of the values given by either: 1 Yielding, 2 Fracture, or 3 The block shear rupture resistance Gross Section Yielding Resistance Block Shear Rupture Resistance The resistance of block shear rupture is that of combination of parallel and perpendicular planes, one in axial tension and the remainder under shear The factored resistance of the plate for block shear rupture shall be considered
Gusset Plates In Shear
The factored shear resistance, Rr, for gusset plates in shear shall be taken as the least resistance against shear yielding and net section fracture
Gusset Plates under Combined Flexural and Axial Loads
1 The maximum elastic stress from combined factored exural and axial loads f Fy based on the gross area of the plate where: f resistance factor for exure 100 Fy speci ed minimum yield strength of the plate The analysis of gusset plates for combined exural and axial loads involves the evaluation of several sections to arrive at the critical section The large number of equations listed are based on FHWA s latest research on the subject and need to be developed in a computer program
674 Connections Design Using High Strength Bolts (Example Only)
Case study of connection design for I-95 state road viaduct, north of Philadelphia: On a recent project for PennDOT, AASHTO LRFD speci cations were used for the equations evaluating strength and service design of diagonal bracing members Forces output was from STAAD-Pro frame analysis Six or nine bolt connections were used
Table 69 Sample spreadsheet for check bolts for strength I, III, and V load combinations Strength I / III Axial Force LOCATION 1 R = (H2 + V2)05 LOCATION 2 LOCATION 3 NO OF BOLTS FORCE/BOLT = R/N Shear Resistance R t = ( ) Rn (continued on next page) 15 10 15 26 15 10 901 325 325 30017 180278 180278 6 30046 Diagonal Horizontal SMSQ Resultant
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