Learning Goal:To analyze two built-up members that have the same geometry but are fastened differently, determine the maximum applicable shear force on each cross section, and determine the adjustment in spacing between theweaker member's fasteners that would allow the member to support the equivalent maximum shear force of the stronger member.The two cross sections shown below, (a) and (b), are subjected to a vertical shear force as shown. The members are fastened by nails that can support a load of 22.00 kN each and are spaced perpendicularly to thepage in increments of s = 125.0 mm. The geometries of the cross sections are given by a = 235.0 mm, b = 50.00 mm, c = 225.0 mm, d = 135 mm, and e = 275 mm. Assume the cross sections are uniform alongthe entire lengths of the members.bk(a)Part A - Maximum applicable shear force on the member (a)*akb17b➜bk ➜bkDetermine the maximum applicable shear force on the member (a).Express your answer to four significant figures and include the appropriate units.(b) ▼Part B - Maximum applicable shear force on the member (b)Determine the maximum applicable shear force on the member (b).Express your answer to four significant figures and include the appropriate units.► View Available Hint(s)V₂ =SubmitValueUnits?Part C - Spacing adjustment to the weaker member for equivalent maximum applicable shear forceDetermine the required spacing in the weaker member such that both cross sections can support the same maximum applicable shear force as defined by the stronger member.Express your answer to four significant figures and include the appropriate units.

To analyze two built-up members that have the same geometry but are fastened differently, determine the maximum applicable shear force on each cross section, and determine the adjustment in spacing between the weaker member's fasteners that would allow the member to support the equivalent maximum shear force of the stronger member. The two cross sections shown below, (a) and (b), are subjected to a vertical shear force as shown. The members are fastened by nails that can support a load of 22.00 kN each and are spaced perpendicularly to the page in increments of s = 125.0 mm. The geometries of the cross sections are given by a = 235.0 mm, b = 50.00 mm, c = 225.0 mm, d = 135 mm, and e = 275 mm. Assume the cross sections are uniform along a Kd-

To analyze two built-up members that have the same geometry but are fastened differently, determine the maximum applicable shear force on each cross section, and determine the adjustment in spacing between the weaker member's fasteners that would allow the member to support the equivalent maximum shear force of the stronger member. The two cross sections shown below, (a) and (b), are subjected to a vertical shear force as shown. The members are fastened by nails that can support a load of 22.00 kN each and are spaced perpendicularly to the page in increments of s = 125.0 mm. The geometries of the cross sections are given by a = 235.0 mm, b = 50.00 mm, c = 225.0 mm, d = 135 mm, and e = 275 mm. Assume the cross sections are uniform along a Kd-

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: 2. A linkage to an aircraft landing gear is shown. • The 40-kN force acting on the wheel has a line…

Q: Problem 1: The steel pipe has an inner diameter of 2.75 in and an outer diameter of 3 in. The pipe…

Q: The pole BC is supported by a pin C and by the steel wire AB. A horizontal force of 30 kN is acted…

A: Given data, Horizontal force at E, FE = 30 KN Ultimate shear stress of the pin, 𝞽ut = 100 MPa…

Q: Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of…

Q: 1. The structure is used to support a distributed load of w = 15 kN/m. The bolts at A, B, and C each…

Q: A cylindrical pressure tank is fabricated by butt-welding 19 mm-thick plate with spiral seam shown…

A: For solution refer below images.

Q: Two 6-in.-wide wooden boards are to be joined by splice plates that will be fully glued onto the…

A: Given:width,w=6 inshear strength,ζ=120 psiApplied force,P=10,000 lbGap=0.5 inArea of contact between…

Q: The five-bolt connection shown must support an applied load of P = 370 kN. If the average shear…

A: Given data as per the question Applied load =370 KN Average shear stress =200Mpa

Q: Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 6…

Q: The simply supported beam is built up from three boards by nailing them together as shown. Im 1 m…

A: find the allowable spacing of the nails.

Q: Two portions of member AB are glued together along a plane forming an angle with the horizontal. The…

Q: Since it is such a beautiful day, Silly Sam is on a swing instead of being at the office. The swing…

A: Given data, Diameter of the bolt connecting the cable to the clamp, dbcc = 25 mm = 0.984 in Diameter…

Q: 16 kN 125 mm 3. The two boards are joined by plywood splices that are fully glued on the surfaces in…

Q: Axial loads are applied with rigid bearing plates to the cylindrical pipes shown. The diameter of…

A: To find axial stress in rod 2 and normal strain in rod 2

Q: Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 5…

Q: Following plate is connected to the wall using 7 bolts. Cross sectional area of each bolt is A.…

A: Given- Force F is passing through the center of gravity of the plate, so it will be equally…

Q: 2 Provide Free Body Diagram, labeled with appropriate quantities to better understand. Also solve.…

A: R/4 = 93.75NExplanation:

Q: The assembly is used to support a distributed loading of w = 6.6 kN/m. The solid steel rod BC has a…

Question

Learning Goal:
To analyze two built-up members that have the same geometry but are fastened differently, determine the maximum applicable shear force on each cross section, and determine the adjustment in spacing between the
weaker member's fasteners that would allow the member to support the equivalent maximum shear force of the stronger member.
The two cross sections shown below, (a) and (b), are subjected to a vertical shear force as shown. The members are fastened by nails that can support a load of 22.00 kN each and are spaced perpendicularly to the
page in increments of s = 125.0 mm. The geometries of the cross sections are given by a = 235.0 mm, b = 50.00 mm, c = 225.0 mm, d = 135 mm, and e = 275 mm. Assume the cross sections are uniform along
the entire lengths of the members.
bk
(a)
Part A - Maximum applicable shear force on the member (a)
*ak
b
17
b
➜bk ➜bk
Determine the maximum applicable shear force on the member (a).
Express your answer to four significant figures and include the appropriate units.
(b)

▼
Part B - Maximum applicable shear force on the member (b)
Determine the maximum applicable shear force on the member (b).
Express your answer to four significant figures and include the appropriate units.
► View Available Hint(s)
V₂ =
Submit
Value
Units
?
Part C - Spacing adjustment to the weaker member for equivalent maximum applicable shear force
Determine the required spacing in the weaker member such that both cross sections can support the same maximum applicable shear force as defined by the stronger member.
Express your answer to four significant figures and include the appropriate units.

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: Step 1

Step 2: Step 2

Step 3: Step 3

Step 4: Step 4

Solution

Trending now

This is a popular solution!

Step by step

Solved in 5 steps with 4 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

The pressure tank shown is fabricated from spirally-wrapped metal plates that are welded at the seams in the orientation shown. The tank has an inside diameter of 500 mm and a wall thickness of 6 mm. Determine the largest allowable gage pressure if the allowable shear stress parallel to the weld is 25 MPa. 50 O 2.63 MPa О 3.13 МРа О 3.36 МРа O 2.88 MPa O 2.44 MPa
4
Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 8 mm, and it is supported by double- shear pin connections at B and D. The pin at bracket A is a single-shear connection. The pin at B is 5 mm in diameter. Assume a = 570 mm, b = 285 mm, h = 360 mm, and 0= 65°. If the normal stress in tie rod (1) cannot exceed 190 MPa and the shear stress in pin B cannot exceed 120 MPa, determine the maximum load Pmax that can be supported by the structure. D (1) h B a Answer: Pmax i b kN
Two solid cylindrical rods (1) and (2) are joined together at flange B and loaded as shown. If F₁ = 13 kips, F₂ = 34 kips, and the normal stress in each rod must be limited to 22 ksi, determine the minimum diameter d₁ required for rod (1). A (2) d₁ F₂ B C O 1.087 in. O 0.823 in. O 0.541 in. O 0.867 in. O 1.003 in. d₂
1. This arm is attached to a wall on the left. The right end is free hanging. Each section is 1.9m wide and 3.6m high. If the force at the end of the arm is F = 170.0N, what is the force in member 2? Use a positive number if it is in tension and a negative number if it is in compression. 2. This arm is attached to a wall on the left. The right end is free hanging. Each section is 1.2m wide and 3.0m high. If the force at the end of the arm is F = 150.0N, what is the force in member 9? Use a positive number if it is in tension and a negative number if it is in compression.
How many 8-mm diameter rivets is needed to fasten member DC to the gusset plate at Cif the member DC has thickness of 8 mm and the working stresses are 15 MPa for shear in the rivets and 20 MPa for bearing due to the rivets. Express your answer to the nearest whole number being the safe value of the rivets to be used. * Sm 40 RN 35 AN
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.
- once answered correctly will UPVOTE!!
This arm is attached to a wall on the left. The right end is free hanging. Each section is 2.0m wide and 3.0m high. If the force at the end of the arm is F = 200.0N, what is the force in member 9? Use the Method of Sections. Use a positive number if it is in tension and a negative number if it is in compression.
A steel truss structure is loaded as shown in Fig. 1. The truss members are made of A36 steel (f, = 36 ksi). All the members are made up of two 3.0"x5.0" (each) parallel flat bars. All the joints have bolt connection (pin connection), acting in double shear. The diameter of all the bolts is 3.0". Determine, •The average normal and shear stresses in bars AB, and Cl and the shear stress in pin H. •The average normal and shear strain in AB, and CI and shear strain in pin H (Given, E = 29x106 psi, G = 11x 106 psi) 4k 4k C IH or GH 8 ft A Pin H JT H 4k 6 @ 8 ft = 48 ft Fig. 1