A C8 × 11.5 is connected to a gusset plate with 7⁄8-inch-diameter bolts as shown in the Figure . The steel is A572 Grade 50. If  the member is subjected to dead load and live load only, what is the total service load capacity if the live-to-dead load ratio is 3? Assume that Ae = 0.85An. a. Use LRFD. b. Use ASD.

Q: ASSIGNMENT #5 BIAXIAL BENDING Problem: Check the beam shown for compliance with the NSCP…

A: Section: W410 x 100 A992 steel fy = 345 MPa DL = 30% LL = 70%

Q: The member is connected to a gusset plate with 10 inch longitudinal welds. Fin el shape to carry the…

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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: 6.0 The tension member shown is an L150 × 87.5 x 8. The bolts are 19 mm in diameter. If A36 steel is…

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Q: Determine the tensile strength of the welded A992 WT4×20. WT4 × 20 PL - Transverse weld

A: Given:- The steel section used = WT 4×20 The steel used = A992  To determine:- The tensile strength…

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: Select an S shape for the tension member shown in Figure. The member shown will be connected between…

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Q: allowable

A: Block shear strength Agv =12in2×4 in= 4.00 in2Agv = 4.00 in2Ant = 12in10in = 5.0 in2Ubs = 1.0Rn…

Q: Q.1: Use LRFD method to design member (BD) in truss shown to carry the load shown in figure, use…

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Q: 10 mm 20 mm The assembly above is comprised of a 10mm-diameter steel bolt, and a 20mm-diameter,…

A: option (d) or last option is correct  the explanation is given below

Q: A bolted connection shown is bolted with a A-325 bolts with an allowable shearing stress of 207 MPa.…

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Q: bolted lap joint

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Q: Found solutions, steel structure

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Q: A 3/4 in (thickness) X 5 in (height) steel plate is connected to another one through two bolts of…

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Q: 1- A structural analysis was done for the steel section whose shape and characteristics are shown…

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Q: The details of an end bearing stiffener are shown in Figure . The stiffener plates are 9⁄16-inch…

A: A572 Grade 50:Fy=50 ksi   Calculating the bearing strength: Apb=6-0.5×916×4=12.38 in2Rn=1.8 Fy Apb…

Q: The tension member is fastened togother using two bolts, one on each side of the member as shown.…

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Q: The tension member shown is an L150 × 87.5 × 8. The bolts are 19 mm in diameter. If A36 steel is…

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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: 2. The figure shows a plate having a width of 400mm and thickness of 12mm is to be connected to…

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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: A bearing type connection is shown in Figure 3.19. The diameter of A 325 bolts is 22 mm and the A572…

A: Tensile capacity, the maximum load that a material can support without damage when being determined…

Q: A plate 400x12 mm is to be connected to a plate of the same width and thickness by 34 mm diameter…

A: Given data  Diameter of bolt (d) = 34 mm  Diameter of hole (do) = 34 + 2 = 36 mm  Width of plate (B)…

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: Calculate the tightening torque for an SAE 5, ASTM449, 13UNC grade bolt with a diameter of 1/2 inch.…

A: The application of preload to a fastener by the turning of the fastener's nut. Friction points…

Q: D=95k O O o O L = 9k PL ½x 8

A: Calculate gross area and net area:

Q: An I-section bracket is connected to the column as shown. The size of weld is 6 mm on web and 10 mm…

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Q: Shear strength value τ = 200 MPa The contents associated with bolts are given. P = 70 kN required…

A: Given, P =70 kNτ = 200 MPa

Q: Plate connection with bolts with shear strength value T=200 MPA is given in the figure. Determine…

A: It is required to determine the area of the bolt. T=PA Here T is the shear strength, P is the…

Q: Determine the maximum service load, P, that can be applied if the live load-to-dead load ratio is…

A: Solution:

Q: Compute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is…

A: Answer In order to calculate the minimum acceptable tensile service load we need to first find the…

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: A base plate with a dimension of 130mm x 12 mm is connected to a gusset plate with 4-16mm diameter…

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Q: Bolted Connections hear lap connection

A: Single Shear Lap Connection: 22 mm bolts Fnv = 300 MPa Bolts are in Single Shear Number of bolts = 6…

Q: 4. the distinction between Safety factor and resistance factor Nominal strengh and required strength…

A: As it relates to component safety, the safety factor is the ratio between the force applying to the…

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