A compound bar consisting of bronze, aluminum, and steel segments is loaded axially as shown inthe figure. Determine the maximum allowable value P if the change in length of the bar is limited to 2mm and the working stresses prescribed in the table are not to be exceeded.Aluminum3PBronzeSteel2PP 4P- 1.0 m-- 0.6 m→-ste-0.8 m -A (mm²)E (GPa). (MPa)Bronze45083120Aluminum6007080Steel300200140

Answered: Image /qna-images/answer/6ea2c669-f81f-4f4f-9de2-c60bdb6ccc60.jpg

Answered: A compound bar consisting of bronze,…

Residential Construction Academy: House Wiring (MindTap Course List)

5th Edition

ISBN:9781337402415

Author:Gregory W Fletcher

Publisher:Gregory W Fletcher

Chapter4: Test And Measurement Instruments Used In Residential Wiring

Section: Chapter Questions

Problem 12RQ

See similar textbooks

Similar questions

A steel rod of 30 mm diameter is inserted in a copper tube of external diameter 45 mm and an internal diameter of 37 mm carries a load of W =1750kN. The length of this compound bar is 180 mm. If, ES= 2 × 105 N/mm2and ECu= 1 × 105 N/mm2, calculate the stresses developed in copper and steel.
A flanged bolt coupling consists of six 12-mm diameter steel bolts evenly spaced around a bolt circle 300 mm in diameter, and four 25-mm diameter aluminum bolts on a concentric bolt circle 200 mm in diameter. What torque can be applied without exceeding a shearing stress of 60 MPa in the steel and 40 MPa in the aluminum? Use G of ateel = 83 GPa and G for aluminum = 28 GPa. Express your final answer in N.m to the nearest whole number. Do not include the unit in your answe
T3- Please I want solution of this question. Thanks Note: e = 137 mm Initial stress = 1501 N/mm2 L = 10 m Slip at anchorage = 1 mm
The cross section of the beam in the picture is welded from two flat steel 100x20x2000 mm. So L = 2000 mm. The material is S355 J2 G3 (EN 10025). What is the certainty compared to the yielding? q0 = 19.4 kN/m Correct given answer should be = 4,07
Strength of materials - ENGR 3321 The answer should be: 13.8 MN/m2; 5.94 cm from tip of T
A steel bar 50 mm in diameter and 2 m long is surrounded by a shell of a castiron 5 mm thick. Compute the load that will compress the combined bar a totalof 0.8 mm in the length of 2 m. For steel, E = 200 GPa, and for cast iron, E = 100GPa. Note provide a diagram/figure. -Draw and label the diagram correctly, No diagram in the solution will be marked wrong. -Shortcut solution will be marked wrong.- Direction of the assumption of the equilibrium equation must be shown, no direction will be marked wrong.
A cylindrical assembly consisting of a brass core and an aluminum collaris compressed by a load P (see figure). The length of the aluminum collarand brass core is 350 mm. the diameter of the core is 25 mm, and theoutside diameter of the collar is 40 mm. Also, the module of elasticity ofthe aluminum and brass are 72 GPa and 100 GPa, respectively.(a) If the length of the assembly decreases by 0.1% when the load Pisapplied, what is the magnitude of the load?(b) What is the maximum permissible load f^ if the allowable stresses inthe aluminum and brass are SO MPa and 120 M Pa, respectively?
Two rigid bars are connected with a rotationalspring, as shown in the figure. Assumethat the elastic rotational spring constant isβR = 75 kip-in./rad. Calculate the critical load Pcr ofthe system. Assume that L = 6 ft.
A flanged bolt coupling consist of 9 steel bolts evenly spaced around a bolt circle 300 mm. in diameter and 6 bronze bolts on a concentric bolt circle 200 mm. in diameter. What are the sizes of bolts diameters for steel and bronze, if the torque applied is 6,000 N-m and without exceeding the stress of 60 MPa in the steel and 40 MPa for the bronze? The ratio of the bolt diameter db / ds = 0.50. For steel, use Gs = 83 GPa and for bronze, Gb = 28 Gpa.
A steel bar 50 mm in diameter and 2 m long is surrounded by a shell of cast iron 5 mm thick. Compute the load that will compress the bar a total of 1 mm in the length of 2 m. Use Esteel = 200 GPa and Ecast-iron = 100 GPa. 320 kN 200 kN 240 kN 280 kN
A steel bar 50 mm in diameter and 2m long is sorrounded by a shell of cast iron 5mm thick. Compute the load that will compress the bar a total of 11 mm in the length of 2m. Use E of steel=200 GPa and E of Cast Iron = 100GPa.
The cantilever beam consists of a rectangular structural steel tube shape [E = 200 GPa; I = 450 × 106 mm4]. Assume P = 50 kN, w = 10 kN/m, LAB = 1.00 m, and LBC = 2.00 m. For the loading shown, determine:(a) the beam deflection at point A.(b) the beam deflection at point B.Determine the component of the beam deflection at point A due to only the uniformly distributed load of w = 10 kN/m.Answer: vA,w = mm. Part 2 Determine the component of the beam deflection at point B due to only the concentrated load of P = 50 kN.Answer: vB,P = mm. Part 3 Determine the component of the rotation angle of the beam at point B due to only the concentrated load of P = 50 kN.Answer: θB,P= rad. Part 4 Determine the component of the beam deflection at point A due to only the concentrated load of P = 50 kN.Answer: vA,P = mm. Part 5 Determine the total beam deflection at point A due to the combined effects of the concentrated…

SEE MORE QUESTIONS

Recommended textbooks for you

Residential Construction Academy: House Wiring (M…

Civil Engineering

ISBN:

9781337402415

Author:

Gregory W Fletcher

Publisher:

Cengage Learning

Solid Waste Engineering

Civil Engineering

ISBN:

9781305635203

Author:

Worrell, William A.

Publisher:

Cengage Learning,

Residential Construction Academy: House Wiring (M…

Civil Engineering

ISBN:

9781337402415

Author:

Gregory W Fletcher

Publisher:

Cengage Learning

Solid Waste Engineering

Civil Engineering

ISBN:

9781305635203

Author:

Worrell, William A.

Publisher:

Cengage Learning,

SEE MORE TEXTBOOKS