Two metal bars are fastened together at the bolted flange connection shown. There are 4 total bolts connecting the two metal bars together and each bolt has diameter dbolt 12.7 mm. The flange is oriented at angle = 50° with respect to longitudinal axis of the metal bars. If an axial force F = 40 kN is applied as shown, determine the overall safety factor of the bolted connection. You may assume the bolts are made out of 1020HR steel and the strength of the bolt in shear is 50% of the tensile strength of the bolt material. F D Ө F

Two metal bars are fastened together at the bolted flange connection shown. There are 4 total bolts connecting the two metal bars together and each bolt has diameter dbolt 12.7 mm. The flange is oriented at angle = 50° with respect to longitudinal axis of the metal bars. If an axial force F = 40 kN is applied as shown, determine the overall safety factor of the bolted connection. You may assume the bolts are made out of 1020HR steel and the strength of the bolt in shear is 50% of the tensile strength of the bolt material. F D Ө F

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Related questions

Q: A-2 Determine the vertical displacement of joint C.Assume e members are pin connected at their end…

A: A = 200 mm² E = 200 Gpa

Q: 4-59. The post is made from 6061-T6 aluminum and has a diameter of 50 mm. It is fixed supported at A…

A: The data given is,Load, P = 50 kNModulus of elasticity, The diameter of the rod, d = 50 mmTo…

Q: A detailed view is shown for the connection Bin the concrete trough. The tension in cable B is 450…

Q: What is the vertical displacement at joint F. Assume all members are pin connected at their end…

Q: The compression load of 120 kN acts on the steel pipe of Table B-14. Determine the minimum Nominal…

A: Compressive load =120kN Factor of safety =1.5 Yield strength =240 MPa Let diameter be "d"

Q: In the assembly shown, rod AB is made of steel (E = 200 GPa) and has a diameter D = 50 mm. Rod BC is…

A: Given data: STEEL…

Q: The column shown below, made from medium carbon steel AISI 1040 (E = 207 GPa and Sy = 290 MPa), has…

Q: The pin-connected assembly consists of aluminum rods (1) and (2) and steel rod (3). The aluminum…

A: For aluminum rod,For steel rod,The displacement towards A to left is,

Q: An L-shaped bracket is supported by a frictionless pin at A and a cable between points B and D. If…

Q: 3. Direct tension indicators are sometimes used instead of torque wrenches to ensure that a bolt has…

A: Write the given data with suitable variables: number of bolts=6Area of heads A=1.5 mm2strained ε=0.1…

Q: 1. Use the tabulated solutions: Calculate the critical buckling stress for each of the flat plates…

A: E = 29106 psi = 0.30thickness, t = 3/16 inch = 0.1875 in

Q: The pin-connected assembly consists of aluminum rods (1) and (2) and steel rod (3). The aluminum…

A: For aluminum rod,For steel rod,The displacement towards A to left is,

Q: The solid cylinders AB and BC are bonded together at B and are attached to fixed supports at A and…

Q: The homogeneous bar AB weighing 2000 lb. is supported at either end by a steel cable. Calculate the…

Q: Required information A 1-in.-square aluminum strut is maintained in the position shown by a pin…

A: Solution: Given Data: A=1 in2LAB=3.4 ftE=10.4×106 psiFOS=3.2 To Find; The magnitude of the…

Q: Consider the structure shown in Figure 1). Assume the cornections A, B, and C are pins. Suppose that…

A: Part (A): Draw the free-body diagram of AB.

Question

Two metal bars are fastened together at the bolted flange
connection shown. There are 4 total bolts connecting the two
metal bars together and each bolt has diameter
= 50° with
dbolt 12.7 mm. The flange is oriented at angle
respect to longitudinal axis of the metal bars. If an axial force
F = 40 kN is applied as shown, determine the overall safety
factor of the bolted connection. You may assume the bolts are
made out of 1020HR steel and the strength of the bolt in shear
is 50% of the tensile strength of the bolt material.
=
F
SFO
overall =
Ө
number (rtol=0.01, atol=1e-05)
F
?

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: Given

VIEW

Step 2: Calculation of factor of safety based on tensile strength

VIEW

Step 3: Calculation of factor of safety based on shear strength

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 12 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, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

Required information A 920-mm (4) strip of steel (E= 200 GPa) is bent into a full circle by two couples applied as shown. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. M' M mm Determine the maximum thickness t of the strip if the allowable stress of the steel is 420 MPa. The maximum thickness t of the strip is mm.
Ggg
- once answered correctly will UPVOTE!!
The bolt AB in (Figure 1) has a diameter of 18 mm and passes through a sleeve that has an inner diameter of 42 mm and an outer diameter of 52 mm. The bolt and sleeve are made of A-36 steel and are secured to the rigid brackets as shown. If the bolt length is 220 mm and the sleeve length is 200 mm, determine the tension in the bolt when a force of 50 kN is applied to the brackets.
The two angle bars are used to support a tensile load "T". Assume the tensile load to be equally resisted by each angle. 400 mm x 20 mm THK Gusset Plate The steel used is L 6 x 6 x 1. Properties: A = 7096.76 mm? y = 47.244 mm Fy = 248 MPa Fu = 400 MPa b = 152.4 mm b. t = 25.4 mm x = 47.244 mm Effective hole diameter = 25 mm y Use case 2 for shear lag factor. Use NSCP 2015 code. 1. Determine the maximum allowable load that can be carried by the two L6 x 6 x1 based on yielding of the gross section--- 2. Determine the maximum factored load that can be carried by two L6 x 6 x 1, based on the fracture of the effective net area.---- 3. Determine the maximum allowable tensile load that can be carried.------ 4. Determine the maximum factored tensile load that can be carried-- bo
An axial load is applied to the rectangular cross section bar which is welded at the 57 degree angle shown. If the weld material has a failure normal stress of 160 mPa and a failure shear stress of 90 mPa, determine the required thickness if a factor of safety of 2.3 is required. Also determine the required diameter of the bolts(to the nearest mm) if the plate is face bolted to the supports. The bolt material has a failure shear stress of 175 mPa.
The bars AB, AC, and AD are pinned together as shown in the Horizontal movement of the pin at A is prevented by the rigid horizontal strut AE. Calculate the axial force in the strut caused by the 10-kip load. For each steel bar, A = 0.3 in.2 and E = 29 x 106 psi. For the aluminum bar, A = 0.6 in.2 and E = 10 x 106 psi.
If load P = 17.3 kips, determine the normal force in bar (1). A 6 ft 36.5 kips 28.8 kips 17.7 kips O 34.3 kips O 31.4 kips D B (1) 4 ft