The tension member shown is an L150 × 87.5 × 8. The bolts are 19 mm in diameter. If A36 steel is used, is the member adequate for a service dead load of 138 kN and a service live load of 138 kN? a. Use LRFD. b. Use ASD. 50 37.5 37.5 37.5 56.25 62.5

Q: The bolted type connection will be used to assemble the given steel members. If PArmax = 8.36 t;…

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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: The 10mm x 400mm plate has a steel grade of A36. The diameter of the bolt is 22 mm. The tension…

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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: Check the bolted section of the given gusset plate connection assuming that the connection is done…

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Q: A bracket cut from a W310X179 is connected to a W310X179 column flange with 12 A325 bearing-type…

A: Brackets are the projections which carry loads. The bracket which is connected to a support must…

Q: The tension member is a PL 12 x 6. It is connected to a 38-inch-thick gusset plate with…

A: The given data is shown below: PL 12×6Thickness of gusset plate=38-inchDiameter of bolts=78-inchA242…

Q: A bolted connection shown consists of two plates 300mm x12mm connected by 4 - 22 mm diameter bolts.…

A: To determine the design strength of the bolted connection due to gross yielding of the plates using…

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: An L 5 x 5 x tension member of A588 steel is connected to a gusset plate with six -inch- diameter…

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Q: See image below. Five M16 8.8/s bolts are used in the connection between a beam and a column. Both…

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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: The tension member shown in figure below is a PL ½ x 8 of A36 steel. The member is connected to a…

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Q: A C8 × 11.5 is connected to a gusset plate with 7⁄8-inch-diameter bolts as shown in the Figure . The…

A: Solution: Consider the following diagram of channel section: For Grade 50 A572, Fy=50 ksiFu=65…

Q: D=95k O O o O L = 9k PL ½x 8

A: Calculate gross area and net area:

Q: 2. For the figure shown, calculate the net area of the 10 x 200 mm plate. The plate is connected at…

A: We are given chain pattern of boltingNet area for chain pattern of bolting is given by An = Ag -…

Q: The tension member shown is a PL 5/8 x 10, and the steel is A36. The bolts are 7/8-inch in diameter.…

A: Member =58×10 Steel A36 → Fy=36 ksi → Fu=58 ksi Bolts are 78 in. diameter.

Q: A C8 x 11.5 is connected to a gusset plate with 7/8-inch-diameter bolts as shown in Figure P3.2-3.…

A: Given Data: For grade 50 A572 Fy=50 ksi Fu=60 ksi t=0.75 m For the given channel section from manual…

Q: Determine the unit stress sustained

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Q: A C8 × 11.5 is connected to a gusset plate with 22 mm diameter bolts as shown. The steel is A572…

A: Given:- A C8×11.5 is connected to a gusset plate The diameter of the bolts = 22 mm  The steel grade…

Q: A WT 8×13 of A992 steel is used as a tension member. The connection is with 7/8-in. diameter bolts…

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Q: The tension member shown in the figure below is a ¹/2 x 10 plate of A36 steel: Fy = 36 ksi. Fu = 58…

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Q: The tension member shown is a channel C12 x 25 of A572 steel with F,= 345 MPa and F= 450 MPa, is…

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Q: A C8 x 11.5 is connected to a gusset plate with 7/8 inch diameter bolts as shown in Figure P3.2-3.…

A: Solution For grade 50 A5672Fy =50 ksiFu=65 ksit=0.75Ag=3.37 in2.tw=0.22 in

Q: Considering the following steel connection. The plates in Pink are 9mm steel plates. The middle…

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Q: Problem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4- 22 mm…

A: solution: Using LRFD Design Method: φRn=φAbFn where;  φ=Resistance factor = 0.75 Ab = Area of bolt…

Q: Plate A, PL 16mm x 375mm, is connected to another plate B with 10- 22 mm o bolts as shown. The steel…

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Q: The tension member shown in Figure 3.4-2 is a PL 5/8 x 10, and the steel is A36. The bolts are…

A: Member Steel Bolts are  diameter.

Q: A 16 mm thick tension member is connected by two 6.25 mm spliced plates as shown. The tension member…

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Q: A WT 8x13 of A992 steel is used as a tension member. The connection is with 7/8-in. diameter bolts…

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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.