Design a 11 ft single-angle tension member of A992 steel, to support a dead tensile load of 25k and a live tensile load of 45k. The member is to be connected to one leg only with 5/8-in bolts (4 in a line 3" on center) Then assume a reasonable distance for bolts to the edge of the angle and check the block shear.

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: The figure shows a roof truss and the detail of connection at joint B. The allowable stresses are 70…

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

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Q: What is the Nominal Shear Capacity of the following shear splice 3/4" A325N bolts W18x35 W24x55 F1…

A: Anb = 3.14 x (3/4)2 = 1.76625 sq inch fu = 105ksi FOS = 1.25

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: Determine the design capacity of the given tension member. Assume that the slenderness requirement…

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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: 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 Tension member has used to resist load of 65 kips, and the shear stress on bolts is 15.9 kips.…

A: If two or more plates are to be joined then the bolts or welding is used. The applied shear stress…

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: 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: 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: 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: Find out the strength and efficiency of a bolted lap joint .The bolts are of 30mm diameter, grade…

A: Diameter of bolt, d= 30 mmDiameter of bolt hole, do=30+2.5=32.5 mmFor bolts of grade 4.6 fub =400…

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

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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: 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: 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: 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: Compute the net area. The tension member shown in Figure P3-14 contains holes for 1-in Ø bolts.At…

A: Given:- diameter = 1in To find:- net area

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: 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: The built-up girder below is comprised of four A572 Grade 50 plates welded together. Compute the…

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Q: A 20'-0" long tension member is fabricated by splicing together a 10'-0" length of a W14x82 (A992)…

A: The bolt shear capacity is the maximum load that a bolt can withstand in shear before failure.The…

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: 4. Determine the reactions at the roller E and pin Fif force 130 Ib is located at point A as shown…

A: ξ Fx=0          Fx=130513        Fx= 50 lb → 1ξ Fy=0

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

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Q: 6) Calculate the shear lag reduction factor, u, for the spliced W-shape tension member shown. Hint:…

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

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Q: 2. Compute the maximum acceptable tensile service load the angle in Problem (1) may carry when…

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Q: A double lap splice connection shown in figure B is made up of 6mm x 150mm and  9mm x 150mm. Use…

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