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.

Q: Please help me solve Part 4!

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

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

A: A992 WF steel section, bolts are 20mm in diameter The WF section is to be connected to a 12mm-thick…

Q: *A bracket is held in place using a circular pattern of 6 bolts as shown. The circular pattern…

A:

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

A: LRFD It applies Ultimate factored loads to design. Evaluate forces and stress using yielded…

Q: x=0.76 inch, determine... 3. The Tensile strength Tn (LRFD) neglecting block shear failure mode

A: Given data W16x 36 3/4 in dia hole

Q: The A double-channel shape, 2C250× 29.75, of A572 Grade 50 steel is used for a built-up tension…

A:

Q: Determine the controlling (lowest) net area of the member. X = 2.69 Y = (6-2.69)/2 Z=0,7 Y" -X Y" 5…

A: Controlling net area

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

A:

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

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: A C9x20 is used as tension member connected to a gusset plate of ½ in thick (Figure 4). The member…

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

Q: A double-angle shape, 2L8x8x%, is connected to a %-inch gusset plate as shown in Figure 3. Determine…

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

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: nected to a 5⁄8-inch gusset plate as shown in the figure. Determine the maximum total service load…

A: According to given data  A double-angle shape, 2-L6 x 6* %, is connected to a %-inch gusset plate as…

Q: Determine the load-carrying capacity of the 2 PL 5/16 x 3 tension member shown based on the limit…

A:

Q: Determine the allowable minimum diameter for the bolts if a factor of safety of 1.2 exists. The…

A: Given datafactor of safety=1.2 ultimate strength of bolts= 320 MPaaxial load=570 KNFindallowable…

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…

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

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: 3. Check if the allowable modified tensile strength of bolt group under combined tensile force of…

A: Px=225 KNPy=600 KNfyb=640 N/mm2fub=800 N/mm2℧=2 Bolt M22-8.8 d=nominal diameter of bolt=22 mm

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

A:

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: The slip-critical bolted connection is shown below. The bolts are M24-8.8 and the tension member is…

A:

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

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…

A:

Q: (a) Check if the given connection follows the code provisions on spacing and edge distance limits.…

A: Answer (1) Check for Maximum and minimum spacing Minimum spacing As per AISC Manual 14 edition…

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 W16 x 45 of A992 steel is connected to a plate at each flange as shown. Determine the nominal…

A: Consider the following diagram of I-section:

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…

A:

Q: 7 1. Determine the service load capacity of 2-C10X20 channels as a truss member attached to a -in.…

A: To determine the service load capacity, we need to consider the load carrying capacity of the member…

Q: A double-angle shape, 2-L6 x 6 x %½, is connected to a %-inch gusset plate as shown in the figure.…

A: We will solve this question in step no 2

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

A:

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…

A: Unequal leg angle, L 8 x 4 x 1/2" of ASTM 242 steel, Fy=50 ksi , Fu= 70ksi To Find: (a) Factored…