5. A bolted lap joint shown in the figure below. The bolts are 20mn in dianeter in 23 mm holes. The plates are 12mm thick. x1 - 33 nn x2 - 76 nm X3 - 50 an Allowable stress of Plates: Tenaion in groas area - 0.60Fy Tenslon in net area - 0.50 ru Shear on Het Area- 0.30 Pu Yield Strength of plate, Fy 248 Mpa Ultinate tensile strength of Plate, Fu- 400 Mpa P. P. Find the safe load P based on, a. Grosa area yielding b. net area rapture e. block shear 2 of 2

Q: 1. Determine the allowable load Pa based on bearing at bolt holes. (ASD) 2. Determine the ultimate…

A: Given:- Thickness of plate, t=16 mmDiameter of bolts, d=22 mmNumber of bolts, n=6S1=40 mmS2=80…

Q: Design the size and length of Fillet weld for the lap joint shown below, Use SMAW E70XX process,…

A: Live load, Dead load, Thickness of plate, ElectrodeTo find: Size and length of fillet weld for the…

Q: 60 b P P 150 100 100 100

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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: Determine the maximum load P that can be applied to the lap joint connected by three – 16 mm…

A: STEEL STRUCTURES:

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…

A:

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Q: A PL ½ x 8 tension member is connected with six 1-inch diameter bolts as shown in the figure below.…

A: Answer We are given  Plate 1/2 x 8 bolt diameter  = 1 in A36 steel Shear lag factor U = 0.1

Q: For the given riveted connection shown, having the allowable stresses: Fy = 248 MPa Fy = 150 MPa…

A:

Q: For the tension member shown is made of 12 mm x 240 mm plate attached to gusset plate, Fy = 248 MPa,…

A: Tensile strength is defined as the “resistance to lengthwise stress, measured by the greatest load…

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: The plate shown is fastened to the fixed member by five 10-mm-diameter rivets. Compute the value of…

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Q: III. Calculation questions (1) s) A 300 × 10 mm plate of A36 steel is used as a tension member. The…

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Q: The value (U) in (AISC) for welded member in tension load, if (2w > L>= 1.5w) where L: length of…

A: Given data  Welded member Length of weld Distance between welds

Q: The truss is loaded with service loads (Dead load and Wind Load) as shown in the figure. Members DE…

A: The truss is given as To find:- Force in member DE

Q: allowable

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

Q: Apply AISC LRFD procedure to design a welded connection for a vertical truss member L127x76x9.5 with…

A:

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

A: Given- Properties of WT- 12×38Ag=11.2 in2y'=3.0 inbf=8.99 inA992 steel-fy=50 ksiFu=65 ksiLL=3DL

Q: for the clevis connection shown, determine the shear stress in the 23-mm-diameter bolt for an…

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Q: The wall bracket show below carries a load of P Kip. the allowable tensile in the eye bar is 20 ksi,…

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Q: A flanged bolt coupling consists of 6 - 12 mm - diameter bolts on a bolt circle of 320 mm i…

A: Given data in question  Shearing stress Torque Diameter  To find out  Additional number of bolts…

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

A:

Q: A 22.2 mm diameter bolt having a diameter at the root of the threads of 18.6 mm is used to fasten…

A: db = 22.2 mmd = 18.6 mm = 34 kPa

Q: A PL 38 x 6 tension member is welded to a gusset plate as shown in figure. The steel is A36. PL % ×…

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

Q: The following image shows a front and side view of the column connection. The bolts have a diameter…

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Q: bolted lap joint

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Q: Found solutions, steel structure

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Q: Plate t = 8mm C230x19.9 M20 Bolts Ag = 2,530 mm² d = 229 mm T. %3D tw 5.90 mm 80 %3! by = 61 mm ty =…

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Q: For the figure shown, calculate the net area of the 10 x 200 mm plate. The plate is connected at its…

A: Answer Calculation of Net area of 10 x 200 mm plate We are given chain pattern of bolting Net area…

Q: Material Strengths: Fy = 248 MPa, Fu = 400 M Pa For the two lines of bolt holes, the pitch is the…

A:

Q: 10/.. find the shear stress in bolts (4 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM…

A: Given, P = 80kN  Diameter of bolt = 10mm No. Of bolts = 8, Shear stress on the bolt=…

Q: Problem No. 1: 200 kN A truss joint is shown in the figure. 2-1. 100x100x12 H (a) Determine the…

A: Given:- A truss joint is shown The magnitude of the load = P = 200 kN The diameter of the bolt is 16…

Q: The given angle bar L125x75x12 with Ag = 2,269 sq.mm. is connected to a gusset plate using 20 mm…

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

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Q: 1-66 Figure P1-69 shows a bolt subjected to a tensile load. One failure mode would be, if the…

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A: As per bartleby guidelines the given data closely related to the IS code provisions also the term…

Q: The bolts in the lap joint shown are 22mm in diameter and 25mm diameter holes. The plates are A36…

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Q: Give me right solution

A: Given data L8×6×12 Steel used is A572 gr. 42 Diameter of bolt=1 in.

Q: he bolt is made of a material havin llowable shearing stress of 55.44 M

A: Given:- Allowable tensile stress=140.44MPa Allowable shearing stress=55.44MPa Axial load=17kN…

Q: Six rivets are used in the connection shown in the figure. If both P=50kN, what is the minimum…

A:

Q: 1. A tension member is made of 90 mm thick steel plates 225 mm wide by a lap joint made with three…

A: 1.Answer Given data : Thickness of steel plate (t) = 90mm  Width of the plate (B) = 225 mm  3 rows…

Q: A 21419x2 (3/8 in.SEPARATIOV), ASTM A36 „HAs ONE LINE OF &)孝n AND 25 is 25 O LENGTH. DIAMETER BOLTS…

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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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Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.