令小さ回91%4:47QuizzesctQuestion 30/1 ptsA solid 5/8 inch steel (E = 29,000 ksi] rod (1)supports beam AB as shown. If the stress in the rodmust not exceed 30 ksi and the maximumdeformation in the rod must not exceed 0.25 inches,determine the maximum load P (kips) that may besupported.(1)16ft12 ft7.2370/1 otsOunction A

Answered: Image /qna-images/answer/62e73871-376b-4f38-9428-47ae54d97d84.jpg

Answered: A solid 5/8 inch steel [E = 29,000 ksi]…

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

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.
An elastomeric bearing pad is used to support a bridge girder as shown. The bearing pad provides flexibility in the horizontal direction to accommodate thermal expansion and earthquake motions. The shear modulus of the bearing pad is G = 1.50 MPa. The beam must not displace horizontally more than 25 mm when a load of P = 45 kN is applied as shown. Determine the maximum thickness t that can be used for the bearing pad. Assume a = 300 mm and b = 420 mm. Answer: tmax = i mm
A steel rod is stretched between two rigid walls and carries a tensile load of 5000 N at 20°C. If the allowable stress is not to exceed 130 MN/m² at -20 °C, what is the minimum diameter of the rod? Assume k = 11.7 µm/(m-°C); E = 200 Gpa A. 10.22 mm B. 11.22 mm C. 12.22 mm D. 13.22 mm Please solve the Problem elaborately and Refer Machine Elements and Stresses Equations from the figures or use other shortcut Methods you have or you may Solve both or in more different methods the better ?. Your solution will be use as reference for my Future Board Exam preparation/review/study. Thank you so much dear your work will be appreciated much and rated excellently.
The rigid beam BC is supported by rods (1) and (2). The cross-sectional area of rod (1) is 11 mm². The cross-sectional area of rod (2) is 14 mm2. For a uniformly distributed load of w = 4.1 kN/m, determine the length a so that the normal stress is the same in each rod. Assume L = 5.35 m. A (1) (2) a L. Answer: a = i m
3. A 1.40 m long steel circular bar is acted upon by forces as shown in fig below. determine the total elongation of the bar. Take E steel=200Gpa and E brass = 85GN/m² 4 cm 3 cm 3 cm 40 kN 60 kN Steel 100 kN 80 kN Steel Brass 40 cm 60 cm 40 cm
A simply supported reinforced concrete beam carries a uniformly distributed load of 12 kN/m on a span of 4 m. The beam has a rectangular cross section 250 mm wide by 450 mm deep, with three 20 mm diameter steel bars placed 60 mm from the bottom of the beam, as shown below. The moduli of elasticity for the concrete and steel are 15 GPa and 200 GPa, respectively. Determine the average tensile stress in the steel and the maximum compressive stress in the concrete at the section of maximum bending moment. 450 mm 250 mm 60 mm
The rectangular bar has a width of w = 3.50 in. and a thickness of t = 1.50 in. The normal stress on plane AB of the rectangular block shown is 6 ksi (C) when the load Pis applied. Assume a = 4 and b = 5. Determine (a) the magnitude of load P. (b) the shear stress on plane AB. (c) the maximum normal and shear stresses in the block at any possible orientation. P B Answers: (а) Р- i kips (b) Tự = i ksi (c) Omax = i ksi Tmax i ksi
The rectangular bar has a width of w = 3.25 in. and a thickness of t = 2.00 in. The normal stress on plane AB of the rectangular block shown is 6 ksi (C) when the load P is applied. Assume a = 4 and b = 5. A) Determine the magnitude of load P. Express your answer in kips (rounded to the nearest hundredths.) B) Determine the shear stress on plane AB. Express your answer in ksi (rounded to the nearest tenths.)
The steel bar shown has a 100 mm by 25 mm rectangular cross section. If an axial force of P = 180 kN is applied to the bar, determine the maximum normal stress (in MPa) acting in the bar. Note: Your submitted answer should not include units. 100 mm Answer:
To determine the state of stress in a solid rod using the principle of superposition. A solid rod has a diameter of e� = 55 mmmm and is subjected to the loading shown. Let a� = 200 mmmm , b� = 220 mmmm , c� = 350 mmmm , d� = 250 mmmm , and P� = 3.0 kNkN . Take point A to be at the top of the circular cross-section. As shown (Figure 2), a cut was made at A to determine the resultant internal loadings. Determine the moment about the x axis, Mx��. b) Part B - Moment about the z axis at A Part C - Stress due to the normal force To find the state of stress at A, the principle of superposition must be used. If the rod has a diameter of 55 mm , find the stress σA�� due to the normal force. Part D - Stress due to the bending moment about the x axis To find the state of stress at A, the principle of superposition must be used. If the rod has a diameter of 55 mm , find the stress σA�� due to the bending moment about the x axis.
Rigid member AC is supported by a pin at A and the vertical steel link BD as shown. The diameter of the link and its length are given in the table below for cach student. The alloawble stress of link BD is 200 MPa. a) Determine the maximum possible value of the load P b) If P-90 kN, determine the change in temperature needed for link BD to have no change in length. Given Me=12*10/"C, E,200 GPa B A 0.4m 0.2m
Two axial members are used to 4.3 m support a load P applied at joint B. Member (1) has a cross-sectional area of A: = 3,080 mm? and an allowable normal stress of 180 MPa. Member (2) has a cross-sectional area of A2 = 4,650 mm? and an (1) 5.0 m allowable normal stress of 75 MPa. Determine the maximum load P that may be supported by the structure without exceeding either allowable normal stress. (2) 2.0 m

SEE MORE QUESTIONS

Recommended textbooks for you

Elements Of Electromagnetics

Mechanical Engineering

ISBN:

9780190698614

Author:

Sadiku, Matthew N. O.

Publisher:

Oxford University Press

Mechanics of Materials (10th Edition)

Mechanical Engineering

ISBN:

9780134319650

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Thermodynamics: An Engineering Approach

Mechanical Engineering

ISBN:

9781259822674

Author:

Yunus A. Cengel Dr., Michael A. Boles

Publisher:

McGraw-Hill Education

Elements Of Electromagnetics

Mechanical Engineering

ISBN:

9780190698614

Author:

Sadiku, Matthew N. O.

Publisher:

Oxford University Press

Mechanics of Materials (10th Edition)

Mechanical Engineering

ISBN:

9780134319650

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Thermodynamics: An Engineering Approach

Mechanical Engineering

ISBN:

9781259822674

Author:

Yunus A. Cengel Dr., Michael A. Boles

Publisher:

McGraw-Hill Education

Control Systems Engineering

Mechanical Engineering

ISBN:

9781118170519

Author:

Norman S. Nise

Publisher:

WILEY

Mechanics of Materials (MindTap Course List)

Mechanical Engineering

ISBN:

9781337093347

Author:

Barry J. Goodno, James M. Gere

Publisher:

Cengage Learning

Engineering Mechanics: Statics

Mechanical Engineering

ISBN:

9781118807330

Author:

James L. Meriam, L. G. Kraige, J. N. Bolton

Publisher:

WILEY

SEE MORE TEXTBOOKS

A solid 5/8 inch steel [E = 29,000 ksi] rod (1) supports beam AB as shown. If the stress in the rod must not exceed 30 ksi and the maximum deformation in the rod must not exceed 0.25 inches, determine the maximum load P (kips) that may be supported. (1) 16 t 12 ft