Using bearing type connection, determine the number of 25mm A490 bolts required, by LRFD only. Determine the design tensile strength Pu and the allowable tensile strength Pa of the connection if eight 25mm A325x bearing type bolts are used in each flange. Include block shear in your calculations. Use A36 steel for connecting members

Q: Determine the LRFD design strength and the ASD allowable strength of the sections with longitudinal…

A: Given, A572 Grade 42 Steel Fy=42 ksiFu=60 ksi

Q: 1.A tension member is 25 mm thick plate as shown. The bolts are 20 mm. diameter high-strength bolts.…

A: Plate 130 mm x 25 mmbolt diameter, db = 20 mmA36 grade of steel:fy = 250 MPafy = 400 MPaTo find:a)…

Q: The group of four bolts shown below is subjected to factored loads Pux-100 kip, Puy=75 kip. The…

A: We need to calculate shear and tension strength of bolts for bearing type connection Calculate Shear…

Q: Select a W12 section to resist PDL =130 kips and PLL = 110 kips. Member is 30 feet long. Assume A992…

A: Given: PDL =130 kips  PLL = 110 kips db = 7/8 in dbo = 7/8+1/16 = 0.9375 in Fy = 36 ksi Fu = 58 ksi

Q: WT12×153 05 WT12×153 Determine the design strength of two WT-shapes (WT12×153) connected by plates…

A: We have to determine the design strength of two WT-shapes (WT12x153) connected by plates with 1 in…

Q: B) The tension member shown in Figure is a W 16 × 40, and the steel is A992. The bolts are 3/4-inch…

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Q: For the splice connection shown in the figure, Compute the design strength based on shear and…

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Q: Design a connection for the following conditions: • 2L 8x6xtension member • Dead load = 50 kips,…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: A double-angle shape is shown in Figure 3.5. The steel is A36, and the holes are for…

A: Double angle section is shown in the figure above. Grade A36 steel is used. Diameter of bolts= 1/2…

Q: The bolt group shown in Figure P consists of 3⁄4­inch­diameter, Group A bearing­type bolts in single…

A: Solution Given Data Diameter= 3/4 inch

Q: Compute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is…

A: Given- Properties of WT- 12×38Ag=11.2 in2y'=3.0 inbf=8.99 inA992 steel-fy=50 ksiFu=65 ksiLL=3DL

Q: Q17 An L4x4x7/16 tension member is connected with %"Ø bolts, as shown in the figure below. Both legs…

A: Given Data: The size of the tension member is L4×4×716. The diameter of the bolt is 34".   To…

Q: In the figure shown, the bolts are 3/4-inch in diameter, and A36 steel is used for all components.…

A: Introduction- Overall shearing capacity of a bolt is the amount of force required to split the bolts…

Q: Problem 3. Lap connection is made of A325 % inch diameter bearing type bolts that threads are not in…

A: Answer A 325 group bolt 3/4 inch diameter bolt Plate 38 x 7 Plate 516 x 7 A 36 steel  Live loadDead…

Q: Angle Bolted Connection. The L6 x 31/2 × 5/16. -in angles, shown in Figure, The bolts are 3/4 inch…

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Q: The splice plates shown in Figure 2 are ½-inch-thick. How many 7/8-inch-diameter, Group B bolts are…

A: Nominal bolt area is given by

Q: 4. Two W14x43 wide flange shapes are spliced by flange plates as shown below. The bolts are 7/8" in…

A: The objective of the question is to determine the design strength of the splice between two W14x43…

Q: (a) Calculate factored yield strength of the tension member. (b) Calculate factored fracture…

A: Cross-section of angle = L8-41/2 Grade of steel, fy=50 ksi and fu=70 ksi It is sked to determine the…

Q: Find the ava shown in the liameter bolts Use LRFI Use ASD 1 2) 3½" I

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Q: Group A shp single Assume that the bearing strength is adequate and use an elastic analysis to…

A: Given To Find The maximum factored load that can be applied

Q: A 3/4 in (thickness) X 5 in (height) steel plate is connected to another one through two bolts of…

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Q: A single-angle tension member, an L4×4×3/8, liameter bolts as shown in the attached figure is…

A: L4x4x3/8 d= 7/8 in do= 1 in

Q: 4. Determine the service load capacity of 2C10X20 channels as a truss member attached to a 7/8 in…

A: Grade of steel= A572 grade 65. Hence, yield strength= fy = 65.3 ksiUltimate strength fu = 79.8 ksi…

Q: Determine the maximum factored LRFD tensile force capacity in tension only (no block shear). The…

A: We know that Maximum factored LRFD tensile force capacity of the member is given by minimum of the…

Q: Determine the LRFD design tensile strength of the bolted connection shown. The angles are connected…

A: Given dia of bolt=16 mm fy =250 fx =405 diameter of hole=16+2                           =18 mm

Q: Problem 6: Assume that the pieces making up the connection are adequate, and very stiff such that…

A: Service load, T=620 kNFrom the given service load, 25% is dead load and 75% is live loadGiven bolt…

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for…

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Q: A bearing type connection is shown in Figure 3.19. The diameter of A 325 bolts is 22 mm and the A572…

A: Tensile capacity, the maximum load that a material can support without damage when being determined…

Q: Determine the design strength of the connection shown in the Figure below. The bolts are 25 mm…

A: Given Data Diameter of bolt is given as 25 mm  Ultimate tensile strength is given as 400 MPa  Yield…

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for 2-inch-diameter…

A: Double angle section is shown in the figure above. Grade 60 steel is used. Diameter of bolts= 1/2…

Q: Use ASD to determine the width of the 5/8 inch thick A36 plate subjected to tension as shown below.…

A: ASD5/8 inch thick A36 platedead load, PD=85 kiplive load ,PL=80 kipTwo rows of 5/8 inch standard…

Q: Determine the strength of the connection shown in Figure , based on bearing and shear, for the…

A: For both holes, calculating the bearing deformation strength:Rn=2.4dtFu =2.4(3/4)(3/8)(58) =39.15…

Q: er shown in the accompanying illustration consists of two C12 x 25s (A36 steel) connected to a 25 mm…

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Q: ple shear stress FT = 207 MPa. Use A36 steel with yield strength Fy = 248 MPa and a minimum tens h…

A: According to given data  A butt joint is bolted using A325 bolts with a diameter of 22mm, with…

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for…

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Q: The connection shown is subjected to a tensile force of P = 100 kN. The allowable shear stress for…

A: Area = Force/ Shear stress

Q: For the splice connection shown in the figure,  a. Check all spacing and edge-distance…

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Q: The tension member shown is a PL 5/8 x 10, and the steel is A36. The bolts are 7/8-inch in diameter.…

A: Member =58×10 Steel A36 → Fy=36 ksi → Fu=58 ksi Bolts are 78 in. diameter.

Q: Determine the LRFD design strength and the ASD allowable strength. Neglect block shear. A36 steel…

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Q: For the tension member shown, compute the following. a. The tensile design strength. b. The…

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Q: A bracket must support the service loads shown in the figure below. The loads act through the center…

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Q: The connection shown below uses 1-inch-diameter Group A bolts with the threads not in the shear…

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Q: 1. In the butt joint shown below, the 7/8-inch diameter bolts are made of A325 steel with threads…

A: The width of the plate is B=12 in. The thickness of the plate is t=58 in. The diameter of the bolt…