Two plates each with thickness t=16mm are bolted together with 6-22 mm diameter bolts forming a lap connection. Bolt spacing are as follows: S1=40mm, S2=80mm, S3=100mm. Bolt diameter = 22mm. Use A36 steel. Calculate the allowable strength due to block shear only

Q: The bolted type connection will be used to assemble the given steel members. If PArmax = 8.36 t;…

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Q: The plate shown is 8 in wide and 1/2 in thick. The bolts are 7/8 in.  The smallest net area (An) of…

A: Given:- width of plate =8 inthickness of plate =1/2 inBolts diameter size = 7/8 inA36 plateTo…

Q: The angle shown below is A992 steel joined to a 3/4 in thick gusset plate (not shown) with 3 bolts.…

A: Consider the given data The bolts are group A bolts with thread not excluded from the shear plane,…

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 T-shape shown in the figure is used as a tension member. Given that the gross area Ag = 2556…

A: T- shape member properties:Gross area, Ag = 2556 m2Thickness of web, tw = 10 mmGross depth, D = 220…

Q: 4. An UPE 300 is to be used as a tension member and it is bolted to a 10mm thick gusset plate with…

A: Tension member UPE 300 bolted connection. Fy = 275 N/mm2 Fu = 430 N/mm2  Ag= 5660 mm2 tw= 9.5 mm

Q: Q21 In the connection shown in Figure below, the bolts are ¾in diameter, and A36 steel is used for…

A: The figure shown below shows the A36 steel connection with 1" bolts

Q: Check the bolted section of the given gusset plate connection assuming that the connection is done…

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Q: 3. Determine Rn based on bolt limit states. Slip critical connection is used for design and Grade…

A: sub critical connection Grade- 10.9 M22 Bolts- Class A surface Minimum edge distance and spacing -…

Q: The tension member is a PL 12 x 6. It is connected to a 38-inch-thick gusset plate with…

A: The given data is shown below: PL 12×6Thickness of gusset plate=38-inchDiameter of bolts=78-inchA242…

Q: 2.) Compute the tensile capacity for the ½ inch thick plate shown. The bolts are inch diameter high…

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Q: O Based on bolt capacity in shear. O Based on bolt bearing capacity. ® Based on block shear strength…

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Q: An angle section ISA 120 x 100 x 10 is shown in the figure. The bolts used are of diameter 20 mm.…

A: Given data, For ISA 120x100x10 Diameter=20 mm Steel grade is Fe410

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

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Q: 5. Find the allowable strength of the welded connection with a minimum throat size shown below. Base…

A: The thickness of the plate = 10 mm The yield strength of the base metal (Fy) = 275 N/mm2  The…

Q: Determine the allowable tensile force P which can be appllied to the plates shown. The AISC…

A: Diameter of bolt, Thickness of plate, Width of plate, To find: Allowable tensile force.

Q: 4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm…

A: A W16x67 is given , we need to find out a. The nominal strength based on gross section yielding.b.…

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: Bolted and Riveted Connections 1. From the bolted connection shown, the diameter of bolts is 18mm0…

A: Solution: Given: db = 18 mm dbo = 18+3 = 21 mm Section: 100 x 75 x 8 mm Ag = 1340 mm2 t = 9 mm A36…

Q: loads shown. Does this member have enough strength Assume that . a) Per LRFD b) Per ASD

A: For grade A 36,Dead load =95 kipsLive load =9 kipsNeed to findDoes member have enough strength.(a)…

Q: D=95k O O o O L = 9k PL ½x 8

A: Calculate gross area and net area:

Q: Find ØR, considering bolt limit states only. (S275 Steel, fy = 2804 kgf/cm², fu = 4385 kgf/cm²,…

A: fy = 2804kgf/cm2 = 2804 * 9.81/100 N/mm2 = 275N/mm2 fu = 4385kgf/cm2 = 4385 * 9.81/100 N/mm2 =…

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: Determine the design strength (LRFD)

A: Solution: calculate the strength of the plates as tension members Gross area Ag = 10(0.5) = 5 sq in…

Q: Q1. Design the bolted connection. When a bracket is bolted to the flange of a column using a bracket…

A: Consider the free body diagram of given bracket connection with column flange as shown below.Bracket…

Q: An A36 tension member shown in the figure is connected with three 19 mm diamter bolts. Diameter of…

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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: S₁ = 60mm; S₂ = 100mm; S3 = 60mm; S4 = 120mm Thickness of plates (top and bottom): t₁ = 12 mm…

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Q: miscellaneous channel MC 300 x 67 is bolted as shown on the figure 2.20 by a 0 mm diam. bolts. A 36…

A: Area of section, Depth, Thickness of web, Flange thickness, Width of flange, To find:           (a)…

Q: The tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with…

A: The given connection with dimensions as follows :

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: The splice plates shown in Figure 2 are 1/2-inch-thick. How many %-inch-diameter, Group B bolts are…

A: Nominal bolt area is  'Ab'

Q: The tension member shown in the figure below is a ¹/2 x 10 plate of A36 steel: Fy = 36 ksi, Fu = 58…

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

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Q: Situation 2: A WT 8x13 of A992 steel is used as a tension member, The connection is with 7/8-in,…

A: WT 8×13 of A992 Diameter = 78inch Fy=50 ksi Fu = 65 ksi Ubs = 1.0

Q: For the bolted tension member is shown in the figure. Determine the effective area,

A: Compressive stress is the force that deforms the material in a way that reduces the volume of the…

Q: Determine the unit stress sustained

A: