please show steps, thanks Force FFixedDesign a riveted joint that is capable of bearing a force F - 1.4 kN. Determinediameter d of the rivet taking into account mechanical properties of the rivetmaterial (aluminum 2017-T4 alloy): Young's modulus 72 GPa, Poisson's ratio 0.33,yield strength 250 MPa, ultimate tensile strength 427 MPa, elongation at fracture22% Apply a stress safety factor of 2.0 against failure.

Answered: Image /qna-images/answer/2b7e3c50-4bd3-4139-a45c-a6b9976ef98c.jpg

Answered: Force F Fixed Design a riveted joint…

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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Two (2) rods of the same material each has a diameter of 20mmare welded together to form a total length of 600mm If the rod has a strength of 15 MPa and the joint efficiency is 85%, what tensile load the rod can safely carry? If the rod is made of steel, what elongation is permissible under this condition?
Find: approximate yield strength (Sy) of 6061 T6 aluminum sheet LT at room temperature? approximate modulus of elasticity of 250 maraging steel?
The total load for a canopy overhang is 105,340# and the load is equally distributed to five steel rod ties. The sample steel rod tested has tensile strength of 20,000psi. A selection of steel rods (same material as the tested sample) is available in different sizes shown below. Select the rod size that best fits this application? (SA = Surface Area) (f= P/A) (LO4) O 1" (SA= 0.79 sq in) 3/4" (SA=0.44 sq in) O½" (SA= 0.20 sq in) O 1¼" (SA= 1.22 sq in) O 1½ (SA= 1.76 sq in)
What is the tensile strength of the bar if the yield stress is equal to 275MPa?
What is the approximate yield strength of 250 maraging steel at room temperature? (No need to do a 0.2% offset, just estimate from the graph)
a component is made of 6061 T6 aluminum sheet LT. A axial tensile stress of 50 ksi is applied at room temperature. Will the part yield? Why or Why not??
The Highest load sustained druing an uniaxial tensile testing experiment is 7,500lb. If the original cross section has a diamter of 0.25in, what is the ultimate tensile strength? (please also make a drawing)
A circular bar - shown below, made of AISI 1040 OQT 1300 steel (SU = 600 MPa), is loaded with an axial tensile loading P. Calculate the modified endurance strength (SE) and the modified fatigue strength (SF) for the bar if D = 36 mm, d = 30 mm, and r = 2.4 mm. Use the number of cycles to fracture to be 5 × 105. Assume that the surface finish factor, kf, is 0.85, the size factor, kS, is 0.85, and the notch sensitivity factor, qn, is 0.75. Use the following equations if needed,
Design a cotter joint to support a axial load of 100kN . Carbon steel material selected whichhas Tensile stress = 100MPa Compressive stress =150MPa; Shear stress =60MPa
A tie rod made of quenched and tempered 4340 steel is used as a critical linkage in an industrial apparatus. The rod is subjected to an alternating cyclic tensile/compressive stress from 550 MPa to -550 MPa. An inspection of the rod revealed a 3.5 mm deep edge crack on the surface of the rod. Please answer the following question for the rod given the properties in the table and curve below and fracture toughness of 55 MPa√m. (NOTE: Y=1.12 for edge crack and use “a” not “2a” for the length of the crack) 1. What is the minimum crack size that would cause instantaneous fast fracture at the current maximum axial tensile loading, assuming plane strain conditions apply? If the resolution limit of the flaw detection apparatus were 1.5 mm, would this flaw be subject to detection? Show calculations to back up your conclusions.
A tie rod made of quenched and tempered 4340 steel is used as a critical linkage in an industrial apparatus. The rod is subjected to an alternating cyclic tensile/compressive stress from 550 MPa to -550 MPa. An inspection of the rod revealed a 3.5 mm deep edge crack on the surface of the rod. Please answer the following question for the rod given the properties in the table and curve below and fracture toughness of 55 MPa√m. (NOTE: Y=1.12 for edge crack and use “a” not “2a” for the length of the crack) 1. At the given crack size and tensile loading would the rod undergo instantaneous fast fracture, assuming plane strain conditions? Show calculations to back up your conclusions.
A tie rod made of quenched and tempered 4340 steel is used as a critical linkage in an industrial apparatus. The rod is subjected to an alternating cyclic tensile/compressive stress from 550 MPa to -550 MPa. An inspection of the rod revealed a 3.5 mm deep edge crack on the surface of the rod. Please answer the following question for the rod given the properties in the table and curve below and fracture toughness of 55 MPa√m. (NOTE: Y=1.12 for edge crack and use “a” not “2a” for the length of the crack) 1. Given the S-N curve for 4340 steel, is there an endurance limit? If so, what is the stress value for the endurance limit? 2. If there were no cracks and the stress on the rod still alternated from 550 MPa to -550 MPa with mean stress of zero, what would be the cycles to failure?

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