38" PL PL 2 x 4 4" 24 k A36 steel ama

Q: A WT10.5 x 31 is used as a bracket to transmit a 60-kip service load to a W14 x 90 column, as…

A: Fort checking the adequacy of connection the forces acting on bolt must be known and the…

Q: Determine the design strength Puand the allowable strength Pa for the connection shown if 7/8 in…

A: solution Given that hf= 1.0D=78 in

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

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Q: 2. A vertical member of a steel truss is subjected to a live load of 25 kN and a service dead load…

A: Solution: Given: LL = 25 kN DL = 50 kN U = 1.0 Plate dimensions: 10 x 100 mm Factored load: P = 1.2…

Q: q) what is the tensile rupture capacity of flange plate of the flange connection in kips? (2 decimal…

A: Yield Strength : Yield strength is a maximum stress a structure can bear beyond the maximum stress…

Q: determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…

A: Answer: We are given Beam W 16 x 50 (tw = 0.38 in, bf = 7.07 in, tf = 0.63 in) A992 (fy = 50 ksi, fu…

Q: i) what is the weld capacity of the shear connection in kips? (2 decimal places) A992: Fy=50ksi,…

A: Weld Capacity : Weld capacity of a shear connection is determined by calculating the shear strength…

Q: Select a double-angle tension member and design a welded connection to resist a dead load of 12 kips…

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Q: Question 3 Determine the capacity of plate! of plate as well as Belts (14) in the below connection…

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Q: Required information For the C clamp shown, a force is applied at the end of the 0.375 in diameter…

A: Given Data: The diameter of the handle is D=0.375 in. The coefficient of friction for the screw and…

Q: 2. A 1/2×5 plate of A36 steel is used as a tension member. It is connected to a gusset plate with…

A: Let us analyse the question in step 2.

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: Staggered Fasteners 3.4-1 The tension member shown in Figure P3.4-1 is a½× 10 plate of A36steel. The…

A: The  given diagram is shown below, To determine,  The nominal strength  based on the net section.

Q: The tension member shown in Figure P3.4-1 is a x 10 plate of A36 steel. The connection is with…

A: Given - Plate - 1/2 ×10. Dia of bolt- 7/8 inch Solution is given below:

Q: A joist cutting is used as a bracket to support a load of 135 KN. It is welded to the column flange…

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Q: d) what is the shear yielding capacity of the shear plate of the shear connection in kips? (2…

A: Shear Strength : Shear strength of a structure is  the strength of a component or material against…

Q: t) what is the weld capacity perpedicular to the beam of the flange connection in kips? (2 decimal…

A: Weld Capacity : Weld capacity of a flange connection is determined by calculating the shear strength…

Q: 1. A double-channel shape, 2C8 18.75, is used as a tension member. The channels are bolted to a…

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

Q: Determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…

A: Shear Strength : Shear strength of a structure is the strength of a component or material against…

Q: O1: for truss member shown in figure, consist of 2 C12x25 (A36 Steel) connected to 1-in Gusset…

A: THE GIVEN DATA IS: Member Details=A 36 Grade of Steel Member designation=2C 12*25 Gross area of…

Q: Select a single-angle tension member of A36 steel to resist a dead load of 28 kips and a live load…

A: The given data is shown below: A36 steelDead load=28 kipsLive load=84 kipsLength of member=18…

Q: The 1 x 6 plate shown in Fig. 3.13 is connected to a 1 x 10 in plate with longitudinal fillet welds…

A: Solution; Given that; Fy=50 ksi;Fu=65 ksi

Q: Prob. No. 4-11 PD PL Length Section (kips) (kips) (ft) 175 26 W12 150 Steel A36 End Connection Two…

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Q: A bracket plate is welded to the flange of a column section I.S.H.B. 300 @ 618 N/m, as shown in Fig.…

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Q: ... A36 (Fy=36ksi; Fu=58ksi) steel is used for the tension member shown. a. Determine the design…

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Q: Design a 9-ft single-angle tension member to support a dead tensile working load of 30 k and a live…

A: given data dead load=30kips live load=40kips bolt diameter=7/8 in use A36 steel fy=36ksi and…

Q: j) what is the bolt shear capacity of the flange connection in kips? (2 decimal places) A992:…

A: Answer We are given  W 16 x 50 beam  Flange A 992  (fy = 50 ksi , fu = 65 ksi) Effective bolt hole…

Q: Use an elastic analysis and determine the maximum load per inch of weld. 70 kips/ 75° "3",3", Use…

A: LRFD It applies Ultimate factored loads to design. Evaluate forces and stress using yielded…

Q: 4.9-1 Verify the value of ry given in Part 1 of the Manual for the double-angle shape 2L4× 31⁄2 ×…

A: The given data is shown below:

Q: In the connection shown in Figure P3.5-3, the bolts are 4-inch in diameter, and A36 steel is used…

A: Given,

Q: Design a welded connection. The given loads are service loads. Use Fy =50 ksi for the angle tension…

A: Yield strength of the tension member=50 ksi Yield strength of the gusset plate=36 ksi Dead load=30 k…

Q: Determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…

A: Tensile Strength : Tensile stress is the maximum stress a material can bear after which the material…

Q: Use A992 steel and select a structural tee for the top chord (highlighted in red) of the welded roof…

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Q: 2. Member BC in the truss below is a 300 mm wide, 10 mm thick steel plate attached to two other 12…

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Q: A) Find out the safe load P <arried by the joint shown in Fig. Ex. 10.1. The rivets are pPower…

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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

Q: Problem 1. The tension member is a PL 6 x 1/2. It is connected to a 3/8-inch-thick gusset plate with…

A: Answer Given in the Below attachments

Q: 3. A vertical member of a steel truss is subjected to a service live load of 15 kN and a service…

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Q: r) what is the compressive buckling capacity of flange plate of the flange connection in kips? (2…

A: Compression Flange : Compression flange is a widened portion of a beam or girder which can be a…

Q: Copper bar A f=7in L = 54 jicel tuk d, in Yin ajout=Sin P1 = 6 kips P2-8 kips PI → L=uft 16ft…

A: In the following question it is given that bars with different cross section and different thermal…

Q: m) what is the block shear rupture (L-shaped) capacity of flange plate of the flange connection in…

A: Answer We are given Flange plate A36 (Fy = 36 ksi , fu = 58 ksi) Flange plate PL = 9.5 in x 1/2 in…

Q: 2. A 1/2X5 plate of A36 steel is used as a tension member. It is connected to a gusset plate with…

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Q: 1. A double-channel shape, 2C8 18.75, is used as a tension member. The channels are bolted to a…

A: The given figure is shown below:

Q: HW 2 Select an unequal - leg angle tension member 15 feet long to resist a service dead load of 35…

A: Given:- The length of the tension member = 15 ft The magnitude of the service dead load = 35 kips…

Q: The bolted type connection will be used to assemble the given steel members. Determine the safe load…

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Q: A tension member is composed of two 2 x 10 plates. They are connected to a gusset plate with the…

A: For A36 steel,

Q: 3.6-5 Choose a pipe to be used as a tension member to resist a service dead load of 10 kips and a…

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Q: 2. A double angle tension member, 2L3x2x1/4 LLBB of A36 steel is subjected to a dead load of 12 kips…

A: Given :

Q: SITUATION B. Given the connection below bolted with 7/8-in diameter bolts, solve for the design…

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Q: A bracket connection is made with four bolts of 10 mm diameter and supports a load of 10 kN at an…

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