A plate 3⁄8 3 6 is used as a tension member to resist a service dead load of 12 kips and a service live load of 33 kips. This member will be connected to a 3⁄8-inch gusset plate with 3⁄4-inch-diameter Group A bolts. A36 steel is used for both the tension member and the gusset plate. Assume that the bearing strength is adequate, and determine the number of bolts required based on bolt shear.

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A: Given: Section: 2 L 5 x 3 x1/2 Bolt size: 7/8" A36 steel Design shear strength of one bolt = 24.3…

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A: C9 x 20t = 3/8 inch db = 1 in

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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

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A: DL = 40kips LL = 80ips Thickness of the gusset plate = 12in. Steel used A36

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A: To find:Maximum total service load:a. LRFDb. ASD

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Q: The members are connected by the details as shown, arranged in one row at the centroidal line. The…

A: ANSWER:-

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

A: Given:Diameter of bolt= 1 inch ( Group A )Diameter of bolt hole= d0 =inchPlate thickness=t =…

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…

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Q: The holes are for 12 mm diameter bolts. Determine the total service load capacity if the live load…

A: Given:- 2C250 x 29.75 A572 Grade grade 50 steel To find:- total service load capacity

Q: a) Calculate the factored load applied to the connection shown. b) Calculate the nominal tensile…

A: Given data: Service load, T=620 kN From given service load, 25% is dead load and 75% is live load…

Q: 1. A double-channel shape, 2C8 18.75, is used as a tension member. The channels are bolted to a…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

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

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Q: Prob. No. 4-11 PD PL Length Section (kips) (kips) (ft) 175 26 W12 150 Steel A36 End Connection Two…

A:

Q: In the connection shown in Figure 5, ASTM A572 Grade 50 steel is used for tension member (C10-20),…

A: C 10 x 25 ( A = 7.35 in2 , tw = 0.526 in )A572 grade 50 steel (Fy = 50 ksi and Fu = 65 ksi)We know…

Q: Investigate both the tee and the bolts in the hanger connection in Figure . Include the effects of…

A: Solution a. Use LRFD. b. Use ASD.

Q: Determine the factor of safety with an applied load of 500 kN. The six bolts are in single shear…

A: d = 32 mmPa = 500 kN

Q: Compute the Block Shear Strength of the Tension member 2″4 O O 2" 2" %8-in. bolts L 4x4x2 A36 O 1½"

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Q: Two (2) angles 150 x 90 x 12 tension member of A36 steel, Fy=250 MPa and F₁-400 MPa, is connected to…

A: To determine the adequacy of the tension member, we need to calculate the capacity of the member…

Q: A C9×20 is to be used as a tension member (Figure 1). The channel is bolted to a ¾- inch gusset…

A: C9 x 20t = 3/8 inch db = 1 in

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A: Failure of bolted joints takes place in three ways- 1. Shearing failure of bolts. 2.Bearing failure…

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Q: snip

A: Let us analyse the question in step 2.

Q: Problem # 8.0 The tension member shown is a C12 x 20.7 of A572 Grade 50 steel. Will it safely…

A: The channel section used = C12 × 20.7 The steel used = A572 grade 50 steel The magnitude of the…

Q: Consider the tension member shown below. The channel is made of ASTM A572 (Fy = 50 ksi; Fu = 65…

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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: a. the design block shear strength of the connection b. the allowable block shear strength of the…

A: All data is given in the figurethe bolts are 3/4-inch in diameterNeed to finda. the design block…

Q: A WT6x15 shape made from A36 steel will be welded along its flanges to a gusset plate.…

A: The objective of the question is to determine the LRFD available strength for gross tension yield of…

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

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Q: Consider the connection is welded with 7/16 in. welds with FEXX =70 ksi as shown. The channel…

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

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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: 1. The tension member is a PL 1/2 x 10, and the steel is A36. The bolts are 5/8-inch in diam a. Draw…

A: Diameter of bolt=5/8 in Thickness of plate=1/2in To find effective net area

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

A:

Q: At the connection at point C, 4 M20 bolts are used to connect the U150x75x6.5x10 profile with the…

A: Solution: Given: 4 M20 bolts d= 20 mm do = 22 mm A490M fu = 470 MPa U 150 x 75 x 6.5 x 10 mm Gusset…

Q: Problem 3. An un-equal leg angle L8x4x½ made of ASTM A242 steel (Fy = 50 ksi, Fu = 70 ksi) is used…

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