connected to a 5⁄8-inch gusset plate as shown in Figure P7.6-1. Determine the maximum total service load that can be applied if the ratio of dead load to live load is 8.5. The bolts are 7⁄8-inch-diameter, Group A bearing-type bolts. A572

Q: Block Shear The tension member is a PL% x 5% of A242 steel. It is connected to a %-in. thick gusset…

A: PL 3/8 x 5 1/2 A242 steel3/8 in. thick gusset plate, also of A242 steel, with 3/4-inch diameter.To…

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: The vertical steel bar is connected with two A307 bolts (diameter = 7/8 inch) in standard round…

A: The values given in the question are as follows: Diameter of bolt(d)=7/8 in or 0.875 in bolt grade…

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: 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: 7.6-1 A double-angle shape, 2L6 X 6 × ½, is connected to a/s-inc shown in Figure P7.6-1. Determine…

A:

Q: CLO3: Determine the tensile capacity of the 1/2-in. by 7-in. plate shown in Figure bellow. The…

A: Given: The cross-section of the plate is ½ in x 7 in. The diameter of the bolt is 6/8 in. The value…

Q: Determine the nominal block shear strength of the tension member.

A:

Q: The tension member is a PL.3 x 5% of A242 steel. It is connected to a 3-in. thick gusset plate, also…

A: PL 3/8 x 5 1/2 A242 steel3/8 in. thick gusset plate, also of A242 steel, with 3/4-inch diameter

Q: A plate 3⁄8 3 6 is used as a tension member to resist a service dead load of 12 kips and a service…

A: It is required to determine the factored load using LRFD method. Pu=1.2DL+1.6LL=1.212+1.633=67.2…

Q: For the bolted shear splice shown below determine its maximum capacity (kips) if the bolt is given…

A: To determine the maximum capacity of the bolt.Diameter of the bolt, say D = 1 in.Bolt Type: A325-N…

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: Q3) Determine the total number of 3/4-inch, A325 bolts required for the tension splice in Figure.…

A: Solution

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

A:

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"

A:

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: A bolfed lap joint is shown below. The bolts used are A325, Grade 2, hof-driven vith diameter of…

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

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

A:

Q: What should you do if the ladder you're about to use is damaged? Do your best to fix the damage and…

A: Ladders that are weak, improperly repaired, damaged, have missing rungs, or appear unsafe shall be…

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

A:

Q: 5. Compute the tensile capacity for the connection shown. (Neglect bolts shear and bearing on the…

A: Reinforced concrete is defined as the embedding of steel in concrete so that the two materials work…

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

A:

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: 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: