Design a 9-ft single-angle tension member to support a dead tensile working load of 30 k and a live tensile working load of 40 k. The member is to be connected to one leg only with 7/8-in bolts (at least four in a line 3 in on  center). Assume that only one bolt is to be located at any one cross section. Use A36 steel with and Solution Fy = 36 ksi Fu = 58 ksi.

Q: 1.4) The design block shear strength is A) 234.900 kips B) 176.175 kips C) 211.050 kips D) 158.288…

A: The given figure is shown below:

Q: 3.6-4 Select an S shape for the tension member shown in Figure P3.6-4. The member shown will be…

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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: PROBLEM 9.9 9.10 In the bolted connection of Figure 9.12, assume that the bolts are in. in diameter…

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Q: Group A bolts are used in the connection in Figure . Use an elastic analysis and determine the…

A: Given- service dead load =2.5Kips service live load= 7.5 Kips

Q: app 3.0. Investigate all limit states. The tension m gusset plate is A36. The weld is a 1/8-inch fil…

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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: Determine the design tensile strength, Pn, of a 3/8 x 6 plate tension member shown in the figure.…

A: 38×6 plateFu = Ultimate strength = 58 ksiFy = Yield strength = 36 ksi

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: A beam is connected to a column with 3⁄4­inch­diameter, Group A slip­critical bolts, as shown in…

A: The following formula is used in this question, Rn=FnvAbHere Ab is the nominal area of bolt, Fuv is…

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

A: Force = 22.3 kN or 22300 NDiameter of shank, d = 12 mm Thickness (t) = 8mm

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: Use A36 steel and select a double-angle tension member to resist a service dead load of 90 kN and a…

A: Given data:- Grade of steel is A36 Service dead load  is 90 kN Service live load is 265 kN Thickness…

Q: Found solutions, steel structure

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Q: Calculate the maximum shearing stress developed in the 5 – 16mm diameter bolts 100 mm 100 mm P=…

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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: 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: A double-angle tension member, 2L 3 x 2 x 4 LLBB, of A36 steel is subjected to a dead load of 12…

A: 2L 3 x 2 x 1/4 LLBB section A36 steelDL = 12 kipLL = 36 kip db = 3/4 in

Q: can be decided as the Class b section. Determine the design value of axial load capacity.

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Q: what should be the mini mum For the tigure s how n, dia meter OF the rivets attached as shown TF the…

A: given data allowable axial stress =60MPa allowable shearing stress = 110 MPa width of plate,b =100…

Q: 2. The structure is used to support a distributed load of w = 5 kN/m. The bolts at A, B, and C each…

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Q: A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset…

A: Answer  Calculation of yielding capacity of the section based on LRFD We know that yielding capacity…

Q: 4. If the tank is held so that the top is 3.0m below the surface of water, what is the force on the…

A: Width of tank = 1.2m Let length of tank = 1m  d(depth of water inside the rank from normal level of…

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: A channel C250x37 mm section is welded to a 9 mm gusset plate. Welding is not permitted on the back…

A: Slot Weld : Slot weld is used to attach flat plates using one or more holes in the top part. To fuse…

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: The bracket shown in the figure is supported by four 22 mm diameter bolts in single shear. The…

A: The bracket shown in the figure is supported by four 22 mm diameter bolts in single shear. The…

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: Problem For the frame shown, design the maximum permissible value of P with a factor of safety of…

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Q: The connection shown is subjected to a tensile force of P = 100 kN. The allowable shear stress for…

A: Area = Force/ Shear stress

Q: limited to 48 ksi, determine the minimum bolt diameter that may be used for this connection. (coc00…

A: To find the minimum diameter of bolt (dmin.)-

Q: The bolted connection shown must support an applied load of P = 5300 kN. The average shear stress in…

A: The values and diagram given in the question are as follows: Applied load(P)=5300 kN or 5300*103 N…

Q: 1.2) The effective net area is A) 5.510 in B) 4.536 in C) 4.536 in D) 4.109 in

A: A double-channel shape, 2 C8*18.75, is used as a tension member. The channels are bolted to a…

Q: Design a double angle tension member that is fillet welded to a gusset plate. Assume that the angles…

A: 1).Design and select a trial tension member  See Table 5-8 on page 5-49 of the AISC manual. - Select…

Q: Problem 3. An un-equal leg angle L8x4x½ made of ASTM A242 steel (Fy = 50 ksi, Fu = 70 ksi) is used…

A: Unequal leg angle, L 8 x 4 x 1/2" of ASTM 242 steel, Fy=50 ksi , Fu= 70ksi To Find: (a) Factored…

Q: In an industrial shed an edge support consisting of 2L-110 x 110 mm is to be connected to a 16 mm…

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Q: The bolt is made of a material having an allowable tensile stress of 140.44 MPa and an allowable…

A: Given:- The allowable tensile stress = 140.44 MPa The allowable shearing stress = 55.44 MPa The…

Q: e single shear connection consists of six 26-mm-diame Its. If the ultimage strength of the bolts is…

A: Number of bolt (n)=6 d=26mm P=570kN

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.