Use load and resistance factor design and select a W shape with a nominal depth of 10 inches (a W10) to resist a dead load of 175 kips and a live load of 175 kips. The connection will be through the flanges with two lines of 1 1/4–inch-diameter bolts in each flange, as shown. Each line contains more than two bolts. The length of the member is 30 feet. Use A242 steel.

Q: An ASTMA992 WT6-section is to be used to resist a dead load of 310 kips and a live load of 425 kips…

A: We are given Dead load PD = 310kips Live load PL = 425kips ASTM A992 steel 1/2 in bolt diameter…

Q: 4 - The riveted type connection will be used to assemble the given steel members. Determine the safe…

A: Crushing stresses: The compressive stresses at the surface area of contact between the two…

Q: B 4 ft P D C 3 ft- 3 ft

A:

Q: Design a framed beam connection for a W18 x 50 to support a dead load reaction of 30 k and a live…

A: Given framed beam connection  The factored load RM for W18×50 section by LRFD RM = 1.20 + 1.6L…

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

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Q: 18 x 50 beam is attached to W 12 x 65 column by means of two 100 x 75 x 10 ngles. Four…

A: The given data is: Size of the beam=18*50 The allowable shear on bolt=93 mpaThe bearing stress=186…

Q: REVISED PROBLEM: M3 HW 4 4. Six rivets are used in the connection shown in the figure. If both P= 50…

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Q: P103. Select a W-section to resist a tensile load of 400 kN dead plus 800 kN live. The member is to…

A: The given data is shown below: Dead load=400 kNLive load=800 kNLength of member=6 m

Q: A double-channel shape, 2C8 x 18.75 is used as a tension member. The channels are bolted to a 38 -…

A:

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: Prepare the Bar bending schedule of a simply supported R.C.C. Lintels from the following…

A: Cranked bars are provided on top of the reinforcement to stop the opposite bending moment at the…

Q: Problem #3 Design a tension member using a double-channel section to carry service DL=70 kips and…

A: solution: Gross area of the section considering the yield strength, Ag=1.1Tufy Where,  Tu = factored…

Q: 13 - The riveted type connection will be used to assemble the given steel members. Determine the…

A: Data Given: Consider only the effect of shear stress Asked: Safe load that a single rivet can…

Q: Q1. Design the bolted connection. When a bracket is bolted to the flange of a column using a bracket…

A: every bolt have the same diameter  every bolt subjected to the direct shear and torsion shear force…

Q: W8 x 13 W8XI5 4m Pa

A:

Q: Select the lightest C6 channel shape to be used as a 12 ft long tension member to resist the…

A: Pu=1.20×PD+1.60×PL=1.2×20+1.60×32=75.2kCalculating min. area required1) Min. Ag=PuϕFy=75.20.9×36=2.3…

Q: A tension member with a length of 8" must resist a service dead load of 20kips and a service live…

A: The question is based on the tension member. The length of the member, the dead load, and the live…

Q: Use A36 steel and select the lightest American Standard Channel for a tension member that will…

A: Solution: Given: DL = 444.52 kN LL = 222.41 kN Span = 6.1 m db = 25 mm dbo = 27 mm A 36 steel fu =…

Q: 2. Design a 2.7-m single-angle tension member to support a dead tensile working load Of 130 kN and a…

A: The given data is shown below: Length=2.7 mDead load=130 kNLive load=170 kNDiameter of bolt=22 mmA36…

Q: Perform the following for the moment connection from a W18X46 to a W14 column below. Assume that the…

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Q: A tension member with a length of 22 feet must resist a service dead load of 216 kips and a service…

A: You didn't specify which method to use. I have solved using LRFD.

Q: A flange bolt coupling has ten steel 25.4 mm diameter bolts evenly tighten around a 415 mm bolt…

A: WE will find polar moment of inertia.

Q: 3) Find the available strength of the tension connection shown with two plates (each side of the…

A: Question is based on the tension connection with two plates each side of the web . Dimension of…

Q: A tension member with a length of 6 feet must resist a service dead load of 22 kips and a service…

A: Rectangular c/sDL = Dead load = 22 kipsLL = Live load = 55 kipsL = Length of member = 6 ft = 6×12 =…

Q: Prepare the Bar bending schedule of a simply supported R.C.C. Lintels from the following…

A: Given: Size of lintel: Width=300 mm Depth=200 mm Number and diameter of main bars= 3 bars of 16 mm…

Q: 3. Compute the resisting moment with respect to the x-x axis for the A36 steel member shown. The…

A: The resisting moment is given by: Where, I = Moment of inertia y = Depth of neutral axis.

Q: Using A992 (50 ksi) steel with KL = 22 ft., determine gPn of the following shape. The channels are…

A: The given data are: Considering a section A992 C10*30 KL=22 ft D=10 in A=8.82 in IXX(channel)=103…

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

A:

Q: 3) Find the available strength of the tension connection shown with two plates (each side of the…

A: Data Given: A 36 Steel U =1 Asked: Available strength of tension connection

Q: Determine the resultant load on the most stressed bolt in the eccentrically loaded connections…

A: direct load=P=60k applied moment=60*(12/12)=60K-ft bolt B is the stressed most

Q: Q1. Design the bolted connection. When a bracket is bolted to the flange of a column using a bracket…

A: Bolted bracket connection: Bracket connection of connections are mad wherever two members to be…

Q: 17-57. The wood column is fixed at its base and can be as- sumed pin connected at its top. Determine…

A: The section properties are,

Q: A bolted connection shown in figure A uses the friction type connection with 22mm  diameter A 325…

A:

Q: A single angle L 65 x 50 x 5 is connected to a 10mm gusset plate with 18mm diameter bolts. The…

A:

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

A:

Q: Ise A36 steel and select a C-channel tension member to resist a service nd a service live load of 10…

A: Given:-A36 steelservice dead load = 100 kipsservice live load = 10kipsdouble line = 7/8 inch diamter…

Q: An ASTM A992 WT6-section is to be used to resist a dead load of 310 kips and a live load of 425 kips…

A:

Q: The three-plate moment connection shown below  are all shop− welded· to the column and then field…

A: Given Data: The factored moment acting on the beam is Mu=382 kip-ft. The factored shear force acting…

Q: A tension member with an allowable tensile stress of 0.6Fy is connected to the gus using four rivets…

A: According to given data  A tension member with an allowable tensile stress of 0.6Fy is connected to…

Q: Using LRFD andA-50 steel, determine the maximum load Pu that the system below can carry. Assume…

A:

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: Q20 The moment connection shown generates a maximum tensile or compressive load of 222.8 kips at…

A: Given that a structural tee connect the beam to the column Diameter of bolts (D) = 3/4 inch Dead…

Q: A 12.50mm x 150mm plate is connected to a gusset 9.5 mm gusset plate plate having a thickness of…

A:

Q: Given W 16x36 section as shown below (Fy = 50 ksi, Fu = 65ksi). The holes are 3/4 inch in diameter.…

A:

Q: 7-6. The two identical boards are bolted together to form he beam. Determine the maximum allowable…

A: Dimensions of section:                     b = 300 mm                     d = 200 mm Shear strength…

Q: 7. The yoke-and-rod connection shown below is subjected to a tensile force of 5kN. Determine the…

A:

Q: Use A36 steel and select a single-angle tension member to resist a service dead load of 13 kips and…

A: LRFD is a method for the design of steel buildings. It provides flexibility and also in selecting a…

Q: Simply Supported Beam ABCDE below carries multiple loads as shown. A built-up section made from a…

A:

Q: Q1. Design the bolted connection. When a bracket is bolted to the flange of a column using a bracket…

A: assuming all the bolt have same diameter the direct shear force and torsional shear force…

Q: Select the lightest C section that will safely support the service tensile loads PD = 20 k and PL =…

A: please look into the solution