Two plates each with thickness t = 16 mm are bolted together with 6– 22 mm diameter bolts forminga lap connection. Bolt spacing are as follows: S1 = 40 mm, S2 = 80 mm, S3 = 100 mm. Bolt holediameter = 25 mm. Using A36 steel having Fy = 248 MPa and Fu = 400 MPa.P►PS.SS2S2DETERMINE:1. Determine the ultimate load Pu that the connection can carry based on tensile rupture ofeffective net area using LRFD.2. If P = 200 kN, determine the maximum live load that the connection could carry based ontensile rupture using LRFD.P.

Answered: Image /qna-images/answer/92f4a465-777f-4e7d-ad20-6a0b86c5c1f0.jpg

Answered: 2. If P = 200 kN, determine the maximum…

Engineering

Civil Engineering

2. If P = 200 kN, determine the maximum live load that the connection could carry based on tensile rupture using LRFD.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.2.9P

See similar textbooks

Related questions

Q: The pipe bend shown is in a horizontal plane. Oil with a specific gravity of 0.86 enters the…

Q: Determine the coefficient of restitution e between ball A and ball B. The velocities of A and B…

Q: car weighing 4000 lb, with a wheel base of 9 ft, carries 1500 lb of its load on the front wheels.…

Q: a river is 30m wide and has a rectangular shape.At the bridge locatio the flow width is restricted…

Q: The rainfall on five successive days on a catchment was 2, 6, 9, 5 and 3 cm. If the o-index for the…

Q: The amount of daily ore and waste produced by a copper mine with the mining rate of 150 kt/day and…

A: ASKED: To compute the amount of ore and waste produced daily by the copper mine. Given, Mining…

Q: A W540x150 simply supported beam 8 m long is to be loaded by a triangular distributed load that…

Q: Determine the discharges in channels having the following sections for y = 6 ft, n = 0.015, and S =…

Q: Design a column to support an axial load of 700 kN. The column has an effective length of 7 m with…

Q: A cantilever beam, 70 mm wide by 260 mm high and 8 m long, carries a load that varies uniformly from…

Q: Determine the moment at B for the beams shown using the three-moment equation. Express your answer…

Q: Calculate the hour angle at sunrise and sunset on July 21 and December 21 for surface inclined at…

Q: Determine the maximum moment in kip-ft for the beams shown below using th method of consistent…

Q: Through a very narrow gap of height h, a thin plate of large extent is pulled at a velocity V. On…

Q: Plot Mohr's circle and label the principal stre Find the magnitude and directions of the prin Find…

A: Radius of the circleR=(σx-σy2)2+τxy2R=(20+1002)2+-352R=69.46kPAσAVG=σx+σy2=20-1002σAVG=-40kpa

Q: Find the Shear Moment Diagram of the following problems using ONLY AREA METHOD. 30 kN 50 kN А 1m 3 m…

Q: Four equal wheel loads of 30 kN each, separated by 2 m between each load, roll as a unit across a…

Q: Four wheel loads rolls as a unit across a 19-m span. The loads are 50 kN, 40 kN, 30 kN, and 10 kN…

Q: 2. Draw the shear and moment diagrams for the beams shown without writing the shear and moment…

A: Shear force : Clockwise : positive Anticlockwise : negative Bending moment : Clockwise :…

Q: A car weighing 3000 lb, with a wheel base of 9 ft, carries 1600 lb of its load on the front wheels.…

A: Given data, Car weight = 3000 lb Wheel base = 9 ft Front wheel = 1600 lb To find out the maximum…

Q: 2. A subtense bar 2.00m long is set up near the middle of a traverse line PQ. Using a theodolite set…

A: The angle to subtense bar from P, ∅=0°20'14''The angle to subtense bar from Q, α=0°23'47''The length…

Q: 04 m 0.4 m 90 3 m/s Given: A linkage undergoing motion as shown. The velocity of the block, vp. is 3…

Q: A cantilever beam, 80 mm wide by 240 mm high and 9 m long, carries a load that varies uniformly from…

Q: evaporimeter

Q: A timber beam 97 mm wide by 160 mm high is subjected to a vertical shear V= 21 kN. Determine the…

Q: A timber beam 94 mm wide by 160 mm high is subjected to a vertical shear V = 23 kN. Determine the…

Q: If you obtained a drawing that contained AutoCAD polylines representing contours, what is the best…

A: Brief Concept Introduction- AutoCAD- AutoCAD is the original CAD program. It is generally used to…

Q: 3. Determine and plot the Center of Gravity. Then Check whether the computed CG is correct. 17" 49"…

Q: What is tortuosity, coordination number, permeability variation coefficient?

A: Tortuosity - it is the ratio of actual length around curve to the straight meander length between…

Q: A truck with axle loads of 40 kN and 60 kN on a wheel base of 4 m rolls across a 12-m span. Compute…

A: Absolute maximum moment in a simply supported beam occurs under one of the concentrated forces, such…

Q: In a laboratory test of a beam loaded by end couples, the fiber at layer AB as shown are found to…

A: Flexural stress at top fiber:

Q: A simply.supported beam 4 m long has a cross section shown. Determine the maximum uniformly…

Q: A óm simply supported beam carries a uniformly distributed dead load of 20kN/m including its weight.…

A: We need to find out the safe concentrated live load acting at the midspan

Q: Determine the shear force at points C

A: Given: Loading condition for simply supported beam To find: Shear force at Point C

Q: Calculate the amount of moisture in silt soil for a crop with a 5-foot root zone. The field capacity…

A: ASKED: To compute the amount of moisture in silt soil for the crops. Given, Depth of root zone (d)…

Q: e curb using inus

Q: A car weighing 3000 lb, with a wheel base of 9 ft, carries 1700 lb of its load on the front wheels.…

Q: What is the shearing stress developed at the neutral axis of the beam with a circular cross section…

Q: Through a very narrow gap of height h, a thin plate of large extent is pulled at a velocity V. On…

Q: A car weighing 2000 lb, with a wheel base of 9 ft, carries 1300 lb of its load on the front wheels.…

Q: The gate AB shown in figure is hinged at A and kept closed by a force P at B. Compute for the…

Q: A hollow pole weighing 150.05 N/m is 3.03 meters tall, 6.06 millimeters thick, and has an external…

Q: in the past. Take unit weight of water, Yw = 9.81 kN/m3. Ground level Sand 5 m y = 17.5 kN/m?…

Q: the answer for a is 40.3 degree Celsius. please answer letter B only. thank you

A: Given data in question Length Aluminum rests freely on ground. Steel bar is 5mm longer Coefficient…

Q: Problem Set 3.2. Find the Integrating problem of the following differential equation and find the…

A: given equation (y + 1)dx - x dy = 0 we are asked to solve this equation

Q: Four wheel loads rolls as a unit across a 18 span. The loads are 50kn, 30kn, 20kn and 10kn separated…

Q: Determine the minimum width "b" of the beam shown if the flexural stress is not to exceed 13 MPa.…

A: To find minimum width b required

Q: 900 mm 450 mm C D 500 mm 1250 mm P-1500 N

Q: II. A fixed ended beam has spans 10 m. and supports a superimposed uniformly distributed load of 25…

A: Solution: Given: Span = 10 m UDL = 25 kN/m W 420 x 85 A = 10839 mm2, d = 420 mm, Iy = 18 x 106 mm4,…

Q: W 200x (N/m)- A --X B. 3m 7m

A: Shear force : Clockwise positive Anticlockwise negative Bending moment: clockwise negative…

Concept explainers

Cables

Cables are collections of wires, alternatively referred to as a cord, connector, or plug. They are one or more wires covered in a plastic covering that allows for the transmission of power or data between devices. The earliest use of recognizable electrical cable was the early commercialized telegraph lines. These were iron-made and tedious to produce and install cabling.

Question

Two plates each with thickness t = 16 mm are bolted together with 6– 22 mm diameter bolts forming
a lap connection. Bolt spacing are as follows: S1 = 40 mm, S2 = 80 mm, S3 = 100 mm. Bolt hole
diameter = 25 mm. Using A36 steel having Fy = 248 MPa and Fu = 400 MPa.
P
►P
S.
S
S2
S2
DETERMINE:
1. Determine the ultimate load Pu that the connection can carry based on tensile rupture of
effective net area using LRFD.
2. If P = 200 kN, determine the maximum live load that the connection could carry based on
tensile rupture using LRFD.
P.

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 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

Determine the design tensile strength of plate (200x8 mm) connected to 10-mm thick gusset using 20 mm bolts as shown in the figure, if the yield and the ultimate stress of the steel used are 250 MPa and 410 MPa, respectively. Add 1mm around the bolt for the hole. Use LRFD method. Plate 8-mm thick 2 3 40+ 30 301 T 200 mm Gusset 10-mm thick 3af 30 2_3 *40 40+ 50,54 +40
STAGGERED CONNECTIONS: A PLATE WITH WIDTH OF 400 mm AND THICKNESS OF 12 mm IS TO BE CONNECTED TO A PLATE OF THE SAME WIDTH AND THICKNESS BY 34 mm DIAMETER BOLTS, AS SHOWN IN THE FIGURE. THE HOLES ARE 2 mm LARGER THAN THE BOLT DIAMETER. THE PLATE IS A36 STEEL WITH YIELD STRENGTH Fy = 248 MPa. 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 EQUAL TO THE NET WIDTH ALONG BOLTS 1-2-4. a. CALCULATE THE VALUE 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.
The connection shown is subjected to a tensile force of P = 100 kN. The allowable shear stress for the bolts is 100 MPa. Assume each bolt supports an equal portion of the load. Determine the required diameter of the bolts. a. 20.6 mm b. 25.2 mm c.35.7 mm d.17.8 mm choose letter of correct answer
Design a welded connection for an MC9x23.9 of A572 Grade 50 steel connected to a 3/8-inch-thick gusset plate (Figure 6). The gusset plate is A36 steel. Show your results on a sketch, complete with dimensions. = 3/8" Figure 6 D = 48 k L = 120 k MC9 x 23.9 a. Use LRFD. b. Use ASD.
1. A riveted lap joint is shown in the figure below. The rivets used are A502, Grade 2, hot-driven with diameter of 16mm. The steel is ASTM A501, 200mm wide and 10mm thick. Determine the safe value of P in all possible modes of failure and the allowable and ultimate value of P that the connection can resist. Use NSCP 2015 200 mam 110 mm P' 10 mm
Considering the following steel connection. The plates in Pink are 9mm steel plates. The middle plate (Yellow) is 18mm thick. The width of the plate is 100mm. The maximum allowable tension stresses on any of the plates is 100Mpa in Gross Area Yielding and 150 Mpa for Net Area or Tension Rupture. The bolts used are 8mm in diameter, the holes are 10mm in diameter, no need to add 1.6mm. The bolts allow a maximum of 280 Mpa of shear. Determine the maximum allowable "P" of the connection in kN.
Agui - 4550/2 =2276 two plates each with thickness t = 16 mm are bolted together with 6-22 mndia. bolts forming alap Joint - Bolt spacing are follows St=40mm S2 - 80mm, 53= 100mm effective bolt hole dia is 25mm A36 is used. Compute the allowable tensile strength t = 16 mm ob 27 40 60 80 40 +=16mm S1-40 S2-100 52-40 P 7 @ 4umm
Q21 In the connection shown in Figure below, the bolts are %in diameter, and A36 steel is used for all components. Compute the design Strength of the connection. 12" 12" 22"
Determine the maximum service load P that can be resisted safely by the welded connection shown. Use ASD. E80 10 150 300 200
Bolted and Riveted Connections From the bolted connection shown, the diameter of bolts is 18mm0 with the hole diameter equal to 3mm bigger than the bolt, the angular section is 100 x 75 x 8 mm, with an area of 1340 mm2. Thickness of the gusset plate is 9mm. The gusset plate and angle arc A36 steel with Fy = 250 MPa and Fu = 400 MPa. Determine the tensile capacity of the connection based on gross area. Determine the tensile capacity of the connection based on effective net area using a reduction factor of 0.85. Determine the tensile capacity of the connection based on gross area.
6) The connection shown in the figure uses 20mm diameter A325 bolts. The tension member is A36 steel (Fy = 248 MPa, Fu = 400 MPa) and the gusset plate is A572 steel (Fy=290 MPa, Fu = 415 MPa). Determine the design strength of the connection (in kN) considering block shear rupture. 37.5 mm 75 mm 37.5 mm 9 mm gusset P 12 mm x 150 mm 37.5 mm 75 mm 37.5 mm
Problem 7: The load that will be applied to the connection shown has a live load - to - dead load ratio of 3.0. Investigate all limit states. All structural steel is A36, and the weld is a 1/4-inch fillet weld with E70 electrodes. Note that the tension member is a double-angle shape, and both of the angles are welded as shown. Use ASD. Determine the following. 5" 5" 2L5 X 32 X 5/16 LLBB -t = ³/8" Maximum service load that can be applied without exceeding the allowable capacity on yielding on gross area of the tension member (double angle). Maximum service load that can be applied without exceeding the allowable fracture on the net area of the tension member (double angle). Maximum service load that can be applied without exceeding the allowable block shear strength. Considering the weld metal and base metal strength, calculate the maximum service load that can be applied.