A compression load of P = 50 kips is applied to a 2 in. by 2 in. square post, as shown. Determine the normal stress onperpendicular to plane AB and the shear stress fr parallel to plane AB. Assume a = 35?.Calculate the normal force N perpendicular to the plane AB and the shear force V parallel to plane AB. Report both answers aspositive numbers.Answers: N= 1kips, V=kips.Save for LaterAttempts: 0 of 1 used SubmitAnswerPart 2Calculate the area of the inclined plane AB.Answer: A, = iin?.Save for LaterAttempts: 0 of 1 used Submit AnswerPart 3Calculate the stress perpendicular to the inclined plane AB. Report your answer as a positive number.Answer: O, =ksi.Save for LaterAttempts: 0 of 1 usedSubmit AnswerPart 4Calculate the stress parallel to the inclined plane AB. Report your answer as a positive number.Answer: Tatksi.

Answered: Image /qna-images/answer/445dc2cc-ba9d-4690-844e-d9b552577c33.jpg

Answered: A compression load of P= 50 kips is…

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

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Refer to the figure. The steel rod is supported by an aluminum plate of 8 mm thickness. Force P pulls down the rod through the 12 mm hole in the aluminum plate. Neglect all weights of the rod and plate, and based on the design criteria that the maximum allowable shear stress in steel to be 18 MPa, calculate the allowable value of P in kN. Round to the nearest tenth. 10 mm T 12 mm- 40 mm- P 8 mm
Q-1 Compute the max load (P ) if the stress in steel 120 Mpa and in bronze 70 Мра steel bronze A= 300mm2 E=83 Gpa 900mm2 E=200 Gpa L=4m L=3m 3m 3m 1m In the fig three rivets of 25 mm diameter joins the plates that are each 130 mm wide .The shearsress in the rivet is 80 Mpa and the stresses in the bearing are 120 Mpa . Determine .a)The minimum thickness of each plate .b) the largest average tensile stress in the plate 25mm Ø 130 Q-3 Two solid shafts of different material are rigidly fastened together and attached to rigid supports as shown in fig .Compute the maximum shearing stress developed in the assembly 3 m 2 m aluminium G=83 Gpa steel G=28 Gpa 50 mm dia 25 mm dia T= 2 kN .m
A single-piece bicycle crank is shown below under the following load: the rider pedals forward with a vertical force Fp = 500 N on the left pedal and no force on the right pedal. The chain exerts a force Fc on the chainring. The spindle is a solid cylinder with a diameter d = 16 mm. 1. Find the maximum normal stress and shear stress at cross-section y-y in image. Indicate the locations on the given cross section view where they act.
The figure shows a flat hanger bar for supporting shop equipment in a factory. The bar is fixed to a support by means of a bolted connection. The main part of the hanging bar is 1.5 inches wide. This width varies up to 3.0 inches. A 1.0-inch diameter bolt transfers the hanger bar load to the two top bracket plates. Determine the allowable stress of the tension load P in the hanger in the following two instances: to. The allowable tensile stress in the main part of the hanger is 16,000 psi. b. The allowable stress load between the hanger bar and the bolt is 26,000 lb/pu.
A pin connection, like that shown in Figure -16, is subjected to a force of 16,5 kN. Determine the shear stress in the 12.0 mm diameter pin.
NEED ANSWER ASAP THANK YOUU The right-angle bar is supported by a pin at B and a roller at C. What is the shear stress in the pin in psi if a load of P = 20144 lb is applied at A? The d = 0.79-in.-diameter pin is in double shear. Round off the final answer to two decimal places.
A 15 in diameter rod is subjected to an axial tensile load of 45 kips. Compute. a. The normal stress developed on an inclined plane at an angle of 60° with the cross section of the rod. b. The maximum normal stress developed in the rod.
Question 1 double-shear pin connections at Band D. All pins are 7 mm in diameter. a = 750 mm, b = 350 mm, h= 550 mm, P= 725 N, and 8 = 55° Determine the shear stress in pin B. Answer in MPa rounded-off to 2 decimal places. (1) a b P
The figure below shows a simply supported prismatic beam with an applied uniform load. The labeled points A through E are equally spaced (at the quarter points) along the length of the beam and are located at the top of the beam section. Points A and E may be assumed to be located directly above the supports. Rank the points, from greatest to least, on the basis of the absolute value of normal stress in the beam section.
15 kN 2) Two objects are glued on the angled plane as shown in figure. If the ultimate stress for the glued joint are 20 MPa and 10 MPa for tension and shearing stress respectively, find the value of 0 that corresponds to the maximum factor of safety and find the value of this maximum factor of safety. 0.035 m 0.05 m
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Determine the maximum axial force that can be applied to the bar shown in Figure 3. The allowable stress is 100 MPa. The dimensions are: Hole diameter 20 mm. Thickness of bar: 6 mm D = 40 mm d%3D20mm Fillet radius, r = 4 mm 40mm 20 mm r 4 mm 20 mm Figure 3 P.

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