A double-angle bar shape is used as a tension member. The angle bars are bolted to a wide flange with 25 mm diameter bolts. The wide flange and angle bar are both A36, assuming that the wide flange and the bolts have an adequate capacity to carry the tensile load. Determine the design and allowable strength of the tension member.

A double-angle bar shape is used as a tension member. The angle bars are bolted to a wide flange with 25 mm diameter bolts. The wide flange and angle bar are both A36, assuming that the wide flange and the bolts have an adequate capacity to carry the tensile load. Determine the design and allowable strength of the tension member.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 2.10 A square yellow it is subjected t the allowable t mum allowable cross section if

Q: 60 b P P 150 100 100 100

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

Q: 3. A plate with width of 300mm and thickness of 20mm is to be connected to two plates of the same…

Q: The steel tie bar shown is to be designed to carry a tension force of magnitude P = 120KN when…

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: connecte lameter bolts in each flange, as sho fFy 448 MPa, and Ae = 0.90An, compute the following.…

A: Given: C12x30 member 25 mm dia bolts fy=345 MPa, fu= 448 MPa Ae= 0.9 An

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…

Q: A tensile member consists of 2 ? 4 x 3 x 1/2 carries a service dead load of 50 k and live load of…

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: 2.) Compute the tensile capacity for the ½ inch thick plate shown. The bolts are inch diameter high…

Q: is used as a tension member, to carry a deadload = 300 KN and live load of 260 KN. Steel used is…

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: A PL 10 x 175 mm tension member is connected with three 25 mm-diameter bolts, as shown below. The…

Q: The tension member is fastened togother using two bolts, one on each side of the member as shown.…

Q: The tension member shown is an L150 × 87.5 × 8. The bolts are 19 mm in diameter. If A36 steel is…

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for…

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: The A992 structural steel bar and a 2014-T6 aluminium bar shown below are secured to rigid supports…

A: Given :

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…

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: D=95k O O o O L = 9k PL ½x 8

A: Calculate gross area and net area:

Q: An angle L5x5x% tension member of A36 steel is connected to a gusset plate with six 3/4-inch…

A: Tension member L5x5x5/8A36 steel.Bolt diameter, db = 3/4 in6 bolts spaced 3 inThe length of the…

Q: A tension plate shown below is used to support suspended load "T". Gusset Plate- Fy = 248 MPa Fu =…

A: Given;

Q: Plate 10 4 in. Plate x8 <8

Q: Determine the maximum factored load that can be to the Tension applied member shown. The angle Ts…

A: Section W12 X 16Bolt diameter, db = 1 inA36 grade of steel:fy = 36 ksifu = 58 ksiTo find:The maximum…

Q: PROBLEM 7. Determine the largest load P that can be applied the plate and bolts. The bolt has a…

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for 2-inch-diameter…

A: Double angle section is shown in the figure above. Grade 60 steel is used. Diameter of bolts= 1/2…

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

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: A plate 400 x 12 mm is to be connected to a plate of the same width and thickness by 34 mm diameter…

Q: Problem 2: A C12 x 30 is connected with 1-in. diameter bolts in each flange, as shown in Fig- ure…

Q: A single angle tension member L89x89x9.5 with an area of 1,800mm2 connected to a

A: L89x89x9.5 Ag= 1800mm2 d= 22mm do= 25mm

Q: Problem 1: Hanger in Tension with Block Shear The W12 X 53 tension member shown below has two rows…

A: Given: db = 1 in Fy = 50 ksi Fu = 65 ksi section properties: W 12 x 53 Ag=15.6 in2 d = 12.1 in tw =…

Q: 4.3-4 Determine the available strength of the compression member shown in Figure P4.3-4. in each of…

Q: Problem 4.81 The 60-mm-diameter cylinder is made from Am 1004- T61 magnesium and is placed in the…

A: Given : Dia of cylinder = 60 mm Determine the force in the cylinder when the temperature is 130o…

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

Question

63 40 40 60
40
W360X134
L203X102X25.4-
T
A double-angle bar shape is used as a tension
member. The angle bars are bolted to a wide flange
with 25 mm diameter bolts. The wide flange and
angle bar are both A36, assuming that the wide
flange and the bolts have an adequate capacity to
carry the tensile load.
Determine the design and allowable strength of the
tension member.

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1 Given

VIEW

Step 2

VIEW

Step 3 Determination of net area (Trial-1)

VIEW

Step 4 Determination of net area (Trial-2)

VIEW

Step 5 Determination of net area (Trial-3)

VIEW

Step 6 Determination of net area (Trial-4)

VIEW

Step 7

VIEW

Step 8 Design strength of the tension member

VIEW

Step 9 Allowable strength of the tension member

VIEW

Step by step

Solved in 9 steps with 6 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

J 6 The cast iron bearing seat in the picture is bolted to the steel beam of the ceiling bracket and supports the gravity load. Use M20 coarse thread ISO class 8.8 bolts with a thickness of 3.4 mm The steel washers are placed under the bolt head and nut. The flange of this bracket is 20 mm thick, the shaft The elastic modulus of the bearing is 135 GPa. (a) Assuming this is a permanent joint and the fasteners are lubricated when assembled, find the required wrench torque. (b) If the gravity load is 15 kN, try to find the load factor n of the design.
A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset plate by 3/4 inch boltas shown below. Use A36 steel with Fy-36 ksi and Fu=58 ksi Determine the Yielding Capacity of the section based on LRFD (kips) Determine the Tensile Rupture capacity of the section based on LRFD Determine the Demand to Governing Capacity Ratio (based on yielding and rupture only) if the Demand load carried by the section are DL=200 kips LL=400 kips use LRFD Properties and Dimension Ag=35.30 in^2 x = 6.24 in ry= 3.74 in d=14.5 in tf=0.94 in bf=14.7 in tw=0.59 in k=1.54 d=14.5 Y k1=1.5 bf=14.7 tf-0.94 X -tw=0.59 H
Select a single-angle tension member of A36 steel to resist the following service loads: dead load = 225 KN, live load = 450 kN, and wind load = 200 KN. The member will be connected through one leg with 25 mm diameter bolts in two lines. There will be four bolts in each line. The member length is 6m. a. Use LRFD. b. Use ASD. Bolt lines
A double-angle shape, 2L7×4×3/s , is used as a tension member. The two angles are connected to a gusset plate with 7/8-inch- diameter bolts through the 7-inch legs, as shown in Figure P3.4-5. A572 Grade 50 steel is used. a. Compute the design strength. b. Compute the allowable strength. 2/2" 7" 3" 1/2" 2L7 × 4 × 3/s FIGURE P3.4-5
A plate with width of 420 mm and thickness of 13 mm is to be connected to a plate of the same width and thickness by 30 mm diameter bolts, as shown in the Figure 1. The holes are 3mm larger than the bolt diameter. The plate is A36 steel with yield strength Fy = 248MPa. Assume allowable tensile stress on net area is 0.60Fy. It is required to determine the value of b such that the net width along bolts 1-2-3-4 is equl to the net width along bolts 1-2-4. W = 420 mm t = 13 mm a = 64 mm c = 104 mm d = 195 mm Bolt Diameter = 30 mm Holes Diameter = 30 mm + 3 = 33 mm ?? = 248 MPa Allowable Tensile Stress on ?? = 0.60Fy a. Calculate the vaue of b in millimeters. b. Calculate the value of the net area for tension in plates in square millimeters. c. Calculate the value of P so that the allowable tensile stress on net area will not be exceeded.
PLEASE DOUBLE CHECK YOUR ANSWER Determine the maximum factored load that can be applied to the Tension member shown. The angle is ASTM A36. The diameter of the bolts is 1-in. CIVIL ENGINEERING STEEL DESIGN W12 x 16 4,-0.220 in -3.99 in 1=+=+=+= 3 in 3 in 3 in
1
The tension member shown in Figure 3.4-2 is a PL 5/8 x 10, and the steel is A36. The bolts are 7/8-inch in diameter. a. Determine the design strength for LRFD. b. Determine the allowable strength for ASD. | 2" +|+| in seinefrinehich 9 оо SO
Problem (4): A36 steel is used for the tension member shown in Figure below. a. Determine the nominal strength based on the gross area. b. Determine the nominal strength based on the net area. PL 300mmx17mm 150 75 75 75 75 75 125 ImmmmTmm"" mmn mm mm 50mm 100mm 100mm 50mm 19mm diameter bolts Problem (5): The tension m shown in Figur
A rolled l-shaped beam is connected to a steel girder by 4-25mm bolts as shown. Determine the maximum end reaction that the beam can resist. (tw=15mm, Fy=248 MPa, Fu=400MPA) 60 mm 25-mm bolts- 3 @ 80 mm W 14 × 211 2 - 100 mm angle leg 60 mm
P4.002 Three bolts are used in the connection shown in the figure. The thickness of plate (1) is 15 mm. The ultimate shear strength of the bolts is 350 MPa, and the ultimate bearing strength of plate (1) is 375 MPa. Determine the minimum bolt diameter required to support an applied load of P = 155 kN if a minimum factor of safety of 2.8 is required with respect to both bolt shear and plate bearing failure. Answer: dbolt min = (1) mm
A PL3/8"X6" tension member is welded to a gusset plate as shown in the figure. The steel specification is ASTM A36. Assume that and compute the following: a) The design strength per LRFD b) The design strength per ASD PL ¾ x 6