A tension member with a length of 6 feet must resist a service dead load of 22 kips and a service live load of 55 kips. Select a member with a rectangular cross section. Use A36 steel and assume a connection with one line of 7/8-inch-diameter bolts. Use load combination Pu = 1.2D + 1.6L for LRFD.

A tension member with a length of 6 feet must resist a service dead load of 22 kips and a service live load of 55 kips. Select a member with a rectangular cross section. Use A36 steel and assume a connection with one line of 7/8-inch-diameter bolts. Use load combination Pu = 1.2D + 1.6L for LRFD.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.2.5P

See similar textbooks

Related questions

Q: An air chamber is held together by bolts. d = 20 cm, D = 40 cm. A-A: 20 bolts, Dvolt = 2.5 cm. A…

A: Given:- The smaller diameter of the air chamber at B - B= d = 20 cm The larger diameter of the air…

Q: a base plate for a W12 x 87 column supporting a service dead load of 65 kips and a service live load…

A: Given:- W12 x 87 column Dead load = 65 kips Live load = 195 kips 16 inch x 16 inch concrete pier A36…

Q: Given that the live load is twice the dead, determine the maximum total service load that can be…

Q: A restrained beam is loaded as shown below. Determine the end moment at wall A (MA). 40KN IM Select…

Q: Question 12. Determine the net area (An) and effective net area (Ae) for the channel tension member…

A: Given Data:Bolt Diameter = 34 in.Section =C6×13A36Area =3.83in2d=6inbf=2.157in

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

Q: A WT7 x 41 bracket is connected to a W14 x 159 column with 5⁄16inch E70 fillet welds as shown in…

A: The load factor is the average load ratio to the highest demand. It depends on the value and the…

Q: A plate 1⁄2 3 4 of A36 steel is used as a tension member to carry a service dead load of 6 kips and…

A: welded connection its leads to saving in expenditure on material and labor. its rapid in…

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: Select the lightest S section that will safely support the service tensile dead load of 75 kips and…

A: Given :

Q: 18" KA 1¼" O (3)-1" bolts Xplate

Q: Use load and resistance factor design and select a W shape with a nominal depth of 10 inches (a W10)…

A: To prevent the yielding of the tension member following condition must be satisfied.…

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: 7.6-1 A double-angle shape, 2L6 X 6 × ½, is connected to a/s-inc shown in Figure P7.6-1. Determine…

Q: Select a rectangular (not square) HSS for use as a 15-foot-long compression member that must resist…

A: Solution Given Data Effective Length kxL=15 ftkyl=7.5 ft

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

Q: A plate 3⁄8 3 6 is used as a tension member to resist a service dead load of 12 kips and a service…

A: It is required to determine the factored load using LRFD method. Pu=1.2DL+1.6LL=1.212+1.633=67.2…

Q: A propped cantilever beam ABC (see figure) has a shear release just right of the mid-span. P = ql. C…

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

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

A: Consider the free body diagram;

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: Compute the Block Shear Strength of the Tension member 2″4 O O 2" 2" %8-in. bolts L 4x4x2 A36 O 1½"

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: Q2 Find resultant force on the most stressed bolt eccentrically loaded connection shown in figure…

A: Solution: There are basically two forces that are acting on the boltF1=Force due to direct…

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: Using ASD, select the lightest double-angle tension member to resist a service dead load of 30 kips…

A: The given data is: Dead load, D=30 Kips Live load, L=90 Kips Yield strength, Fy=36 Ksi Ultimate…

Q: Using ASD, select the lightest double-angle tension member to resist a service dead load of 30 kips…

Q: Select the lightest WT180 available to support a factored tensile load of 1112 kN. Assume there are…

A: P= 1112 KN = 250 K L= 9.144 m = 30 ft Fy=50 ksi Fu=65 ksi Let us consider a W7x17 (1) The tension…

Q: Q1/ A tension member with a length of 6ft 3in must resist a service dead load of 60k, a service live…

A: Solution Given Data Length= 6'3" Service dead load= 60k Service live load= 100k Service wind load=…

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: 3. Select an A992 10-ft long channel member that can resist a service load of 128 kips (DL:LL=3:2).…

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

Q: Q2: Select a tension member is to consist of two C10 channels and two PL 1/2 x 11, arranged as shown…

A: Given : PD =200K PL = 320 Member length = 30ft U = 0.85

Q: W18 x 46 of A992 steel with Fy= 345 MPa and Fu= 450 MPa is connected to a plate at each flange hown.…

A: Given:- Fy=345MPa Fu=450MPa W18x46 A992 steel To find:- a)effective net area b) allowable strength

Q: ● Design a 11 ft single-angle tension member of A992 steel, to support a dead tensile load of 25k…

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: Determine the Ultimate Moment Capacity of the given section with the following properties f'c=21…

A: Given: b = 250 mm, d = 490 mm f'c=21 MPa fy=345 MPa Steel cover =60mm Ultimate Moment Capacity = ?

Q: If e = 300mm, diameter of the bolt is 20mm, allowable shearing stress of the bolt = 145MPA,…

Q: 3. - Bolt lines Selecet a single-angle tension member of A36 steel to resist the following service…

A: "Since there are two methods stated in the question. We will solve the question by the first method.…

Q: PLEASE SHOW ALL WORK! Use ICR method to determine the required load in each bolt (k). Р, 3 50 k 2 in…

Q: m ∅ bolts.

A: Given data dead load = 60 kN Live load=40kN fy=248N/mm2 fu=400N/mm2

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: 3.6-5 Use load and resistance factor design and select an American Standard Channel shape to resist…

A: Given that Pu= 180 KipsRequired Ag= Pu0.95 Fy=1800.936=5.56 ,n2Required Ae= Pu0.75…

Q: 10. A 20 mm diameter, A325 bolt, is subjected to a tension force of 15 kN due to dead load and 50 kN…

A: Solution: Given: For Tension: Dead Load (D.L)=15KN Live Load (L.L)=50KN Tensile Load= 1.2D.L+1.6L.L…

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

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

Question

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1 : Data

VIEW

Step 2 : Required gross width

VIEW

Step 3 : Selection of plate size

VIEW

Step 4 : ANSWER

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 4 steps

SEE SOLUTION Check out a sample Q&A here

Similar questions

Use load and resistance factor design and select a W shape with a nominal depth of 10 inches (a W 10) 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 11 4 -inch-diameter bolts in each flange, as shown in Figure P3.6-6. Each line contains more than two bolts. The length of the member is 30 feet. Use A588 steal.
Select a single-angle tension member of A36 steel to resist a dead load of 28 kips and a live load of 84 kips. The length of the member is 18 feet, and it will be connected with a single line of 1-inch-diameter bolts, as shown below. There will be for or more bolts in this line.
Use A36 steel and select a single-angle tension member to resist a service dead load of 13 kips and a service live load of 45 kips. Assume that the member will be connected to a 3⁄8- inch-thick gusset plate with a single line of five 7⁄8-inch diameter bolts. The member is 15 feet long. Note that the block shear strength failure must be consider for the design.
A 2L 3 x 2 x ¼ LLBB tension double angle, A36 steel is subjected to a dead load of 12 kips and a live load of 36 kips. It is attached to a gusset plate with a line of 3/4-inch diameter bolts through the long legs. Does this member have enough stamina? Assume Ae= 0.85 in. Use LRFD.
For following tensioned loads PD=80kips and PL=120kips and by using LRFD method, select the lightest WT6 channel shape to be used as a 20ft long. The member will be connected by a longitudinal weld to flange only (6in) in long at the end. Use A992 Grade (Fy= 50ksi and Fu=65ksi)
Select a 30-ft long W12 section of A992 steel to support a tensile servicedead load of 130 kips and a tensile service live load of 110 kips. Asshown in the figure, the member is to have a two lines of bolts in eachflange for 7/8-in bolts (at least three in a line 4 in. on center).Use Fy = 50 ksi and Fu = 65 ksi.
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.
Select the lightest C6 channel shape to be used as a 12 ft long tension member to resist the following service loads, PD = 20 k and PL = 32 k.The member will be connected by a transverse weld at the end of the channel only. Use A36 Grade 36 steel with Fu = 58 ksi.
Give me right solution Select a single angle member to resist a tensile load of 60 kN dead plus 40 kN live. The member is 2.5m long and is assumed to be connected with one row of 20 mm ∅ bolts.
The plate shown is attached by using three M12x2 grade 8.8 bolts. Which screw is subjected to the largest stress? What safe load ( static) F can be supported by the screw for n=1.5.
Select a double-angle tension member and design a welded connection to resist a dead load of 12 kips and a live load of 36 kips. The member will be 16 feet long and will be connected to a 5/8-inch-thick gusset plate. Use A36 steel for both the tension member and the gusset plate. Show your results on a sketch, complete with dimensions.
A plate 1⁄2 3 4 of A36 steel is used as a tension member to carry a service dead load of 6 kips and a service live load of 18 kips. It is to be attached to a 3⁄8-inch gusset plate, as shown in Figure. Design a welded connection.