EBK MECHANICS OF MATERIALS
EBK MECHANICS OF MATERIALS
7th Edition
ISBN: 8220100257063
Author: BEER
Publisher: YUZU
bartleby

Concept explainers

bartleby

Videos

Textbook Question
Book Icon
Chapter 2.1, Problem 19P

Both portions of the rod ABC are made of an aluminum for which E = 70 GPa. Knowing that the magnitude of P is 4 kN, determine (a) the value of Q so that the deflection at A is zero, (b) the corresponding deflection of B.

Chapter 2.1, Problem 19P, Both portions of the rod ABC are made of an aluminum for which E = 70 GPa. Knowing that the

Fig. P2.19 and P2.20

a)

Expert Solution
Check Mark
To determine

The value of (Q) when the deflection at A is zero.

Answer to Problem 19P

The value of (Q) when the deflection at A is zero is 32.8kN_.

Explanation of Solution

Given information:

The Young’s modulus of the aluminium (E) is 70GPa.

The force at the point A (P) is 4kN.

The force at the point B is Q.

The diameter of the rod AB (dAB) is 20mm.

The diameter of the rod BC (dBC) is 60mm.

The length of the rod AB (LAB) is 0.4m.

The length of the rod BC (LBC) is 0.5m.

Calculation:

Calculate the cross-sectional area of the rod AB (AAB) using the formula:

AAB=π4dAB2

Substitute 20mm for dAB.

AAB=π4×202=100πmm2

Calculate the cross-sectional area of the rod BC (ABC) using the formula:

ABC=π4dBC2

Substitute 60mm for dBC.

AAB=π4×602=900πmm2

Calculate the defection of the rod AB (δAB) using the formula:

δAB=PLABAABE

Substitute 4kN for P, 0.4m for LAB, 100πmm2 for AAB, and 70GPa for E.

δAB=4×0.4m×103mm1m100π×70GPa×1kN/mm21GPa=72.756×103mm

Calculate the defection of the rod BC (δBC) using the formula:

δBC=(QP)LBCABCE

Substitute 4kN for P, 0.5m for LBC, 900πmm2 for ABC, and 70GPa for E.

δBC=(Q4)×0.5m×103mm1m900π×70GPa×1kN/mm21GPa=(Q4)×2.5263×103=2.5263×103Q10.1052×103

Calculate the force at the point B (Q):

δAB=δBC

Substitute 72.756×103mm for δAB and (2.5263×103Q10.1052×103) for δBC.

72.756×103=2.5263×103Q10.1052×1032.5263×103Q=72.756×103+10.1052×103Q=82.8612×1032.5263×103Q=32.8kN

Hence, the value of (Q) when the deflection at A is zero is 32.8kN_.

b)

Expert Solution
Check Mark
To determine

The deflection of B (δB)

Answer to Problem 19P

The deflection of B (δB) is 0.0728mm_.

Explanation of Solution

Given information:

The Young’s modulus of the aluminium (E) is 70GPa.

The force at the point A (P) is 4kN.

The force at the point B is Q.

The diameter of the rod AB (dAB) is 20mm.

The diameter of the rod BC (dBC) is 60mm.

The length of the rod AB (LAB) is 0.4m.

The length of the rod BC (LBC) is 0.5m.

Calculation:

Calculate the cross-sectional area of the rod AB (AAB) using the formula:

AAB=π4dAB2

Substitute 20mm for dAB.

AAB=π4×202=100πmm2

Calculate the cross-sectional area of the rod BC (ABC) using the formula:

ABC=π4dBC2

Substitute 60mm for dBC.

AAB=π4×602=900πmm2

Calculate the defection of the rod AB (δAB) using the formula:

δAB=PLABAABE

Substitute 4kN for P, 0.4m for LAB, 100πmm2 for AAB, and 70GPa for E.

δAB=4×0.4m×103mm1m100π×70GPa×1kN/mm21GPa=72.756×103mm

Calculate the defection of the rod BC (δBC) using the formula:

δBC=(QP)LBCABCE

Substitute 4kN for P, 0.5m for LBC, 900πmm2 for ABC, and 70GPa for E.

δBC=(Q4)×0.5m×103mm1m900π×70GPa×1kN/mm21GPa=(Q4)×2.5263×103=2.5263×103Q10.1052×103 (1)

Calculate the force at the point B (Q):

δAB=δBC

Substitute 72.756×103mm for δAB and (2.5263×103Q10.1052×103) for δBC.

72.756×103=2.5263×103Q10.1052×1032.5263×103Q=72.756×103+10.1052×103Q=82.8612×1032.5263×103Q=32.8kN

Calculate the deflection of B (δB):

Substitute 32.8kN for Q in Equation (1).

δB=δBC=2.5263×103(32.8kN)10.1052×103=0.0728mm=0.0728mm

Hence, the deflection of B (δB) is 0.0728mm_.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
PROBLEM 2.25 Link BD is made of brass ( E=105GPa ) and has a cross-sectional area of 240mm2. Link CE is made of aluminum (E=72GPa) and has a cross- sectional area of 300mm2. Knowing that they support rigid member ABC, determine the maximum force P that can be applied vertically at point A if the deflection of A is not to exceed 0.35 mm
2.43 plz
T ). 2.19 Both portions of the rod ABC are made of an aluminum for which E = 70 GPa. Knowing that the magnitude of P is 4 kN, determine (a) the value of Q so that the deflection at A is zero, (b) the cor- responding deflection of B. 0.4 m 0.5 m A B C P 20-mm diameter 60-mm diameter Fig. P2.19 and P2.20 C Fig. P2.18 50 kips

Chapter 2 Solutions

EBK MECHANICS OF MATERIALS

Ch. 2.1 - A block of 10-in. length and 1.8 1.6-in. cross...Ch. 2.1 - A square yellow-brass bar must not stretch more...Ch. 2.1 - Rod BD is made of steel (E = 29 106 psi) and is...Ch. 2.1 - The 4-mm-diameter cable BC is made of a steel with...Ch. 2.1 - A single axial load of magnitude P = 15 kips is...Ch. 2.1 - A 250-mm-long aluminum tube (E = 70 GPa) of 36-mm...Ch. 2.1 - The specimen shown has been cut from a...Ch. 2.1 - The brass tube AB (E = 105 GPa) has a...Ch. 2.1 - Both portions of the rod ABC are made of an...Ch. 2.1 - The rod ABC is made of an aluminum for which E =...Ch. 2.1 - For the steel truss (E = 200 GPa) and loading...Ch. 2.1 - For the steel truss (E = 29 106 psi) and loading...Ch. 2.1 - Members AB and BC are made of steel (E = 29 106...Ch. 2.1 - The steel frame (E = 200 GPa) shown has a diagonal...Ch. 2.1 - Link BD is made of brass (E = 105 GPa) and has a...Ch. 2.1 - Members ABC and DEF are joined with steel links (E...Ch. 2.1 - Each of the links AB and CD is made of aluminum (E...Ch. 2.1 - The length of the 332-in.-diameter steel wire CD...Ch. 2.1 - A homogenous cable of length L and uniform cross...Ch. 2.1 - The vertical load P is applied at the center A of...Ch. 2.1 - Denoting by the "engineering strain'' in a...Ch. 2.1 - The volume of a tensile specimen is essentially...Ch. 2.3 - An axial centric force of magnitude P = 450 kN is...Ch. 2.3 - An axial centric force of magnitude P = 450 kN is...Ch. 2.3 - The 4.5-ft concrete post is reinforced with six...Ch. 2.3 - The 4.5-ft concrete post is reinforced with six...Ch. 2.3 - An axial force of 200 kW is applied to the...Ch. 2.3 - The length of the assembly shown decreases by 0.40...Ch. 2.3 - A polystyrene rod consisting of two cylindrical...Ch. 2.3 - Three steel rods (E = 29 106 psi) support an...Ch. 2.3 - Fig. P2.41 2.41 Two cylindrical rods, one of steel...Ch. 2.3 - Solve Prob. 2.41, assuming that rod AC is made of...Ch. 2.3 - Each of the rods BD and CE is made of brass (E =...Ch. 2.3 - The rigid bar AD is supported by two steel wires...Ch. 2.3 - The rigid bar ABC is suspended from three wines of...Ch. 2.3 - The rigid bar AD is supported by two steel wires...Ch. 2.3 - The aluminum shell is fully bonded to the brass...Ch. 2.3 - The aluminum shell is fully bonded to the brass...Ch. 2.3 - The brass shell (b = 11.6 10-6/F) is fully bonded...Ch. 2.3 - The concrete post (Ec = 3.6 106) psi and c = 5.5 ...Ch. 2.3 - A rod consisting of two cylindrical portions AB...Ch. 2.3 - A rod consisting of two cylindrical portions AB...Ch. 2.3 - Fig. P2.52 2.52 A rod consisting of two...Ch. 2.3 - The steel rails of a railroad (rack (Es = 200GPa,...Ch. 2.3 - Two steel bars (Es = 200 GPa and s = 11.7 10-6/C)...Ch. 2.3 - Determine the maximum load P that can be applied...Ch. 2.3 - An aluminum rod (Ea = 70 GPa, a = 23.6 10-6/C)...Ch. 2.3 - Knowing that a 0.02-in. gap exists when the...Ch. 2.3 - Determine (a) the compressive force in the bars...Ch. 2.3 - At room temperature (20C) a 0.5-mm gap exists...Ch. 2.9 - A standard tension test is used to determine the...Ch. 2.9 - A 2-m length of an aluminum pipe of 240-nun outer...Ch. 2.9 - A line of slope 4:10 has been scribed on a...Ch. 2.9 - A 2.75-kN tensile load is applied to a test coupon...Ch. 2.9 - Fig. P2.65 2.65 In a standard tensile test a steel...Ch. 2.9 - The change in diameter of a large steel bolt is...Ch. 2.9 - The brass rod AD is fitted with a jacket that is...Ch. 2.9 - A fabric used in air-inflated structures is...Ch. 2.9 - A 1-in. square was scribed on the side of a large...Ch. 2.9 - The block shown is made of a magnesium alloy for...Ch. 2.9 - The homogeneous plate ABCD is subjected to a...Ch. 2.9 - For a member under axial loading, express the...Ch. 2.9 - In many situations it is known that the normal...Ch. 2.9 - In many situations physical constraints prevent...Ch. 2.9 - The plastic block shown is bonded to a rigid...Ch. 2.9 - The plastic block shown is bonded to a rigid...Ch. 2.9 - Two blocks of rubber with a modulus of rigidity G...Ch. 2.9 - Fig. P2.77 and P2.78 2.78 Two blocks of rubber...Ch. 2.9 - An elastomeric bearing (G = 130 psi) is used to...Ch. 2.9 - 2.80 For the elastomeric bearing In Prob. 2.79...Ch. 2.9 - A vibration isolation unit consists of two blocks...Ch. 2.9 - Prob. 82PCh. 2.9 - Prob. 83PCh. 2.9 - Prob. 84PCh. 2.9 - Prob. 85PCh. 2.9 - A 2.75-kN tensile load is applied to a test coupon...Ch. 2.9 - A vibration isolation support consists of a rod A...Ch. 2.9 - Prob. 88PCh. 2.9 - Prob. 89PCh. 2.9 - Show that for any given material, the ratio G/E of...Ch. 2.9 - Prob. 91PCh. 2.9 - Prob. 92PCh. 2.13 - Knowing that, for the plate shown, the allowable...Ch. 2.13 - Knowing that P = 38 kN, determine the maximum...Ch. 2.13 - A hole is to be drilled in the plate at A. The...Ch. 2.13 - Fig. P2.95 and P2.96 2.96 (a) For P = 13 kips and...Ch. 2.13 - 2.97 Knowing that the hole has a diameter of 9 mm,...Ch. 2.13 - For P = 100 kN, determine the minimum plate...Ch. 2.13 - Prob. 99PCh. 2.13 - A centric axial force is applied to the steel bar...Ch. 2.13 - The cylindrical rod AB has a length L = 5 ft and a...Ch. 2.13 - Fig. P2.101 and P.102 2.102 The cylindrical rod AB...Ch. 2.13 - Rod AB is made of a mild steel that is assumed to...Ch. 2.13 - Prob. 104PCh. 2.13 - Rod ABC consists of two cylindrical portions and...Ch. 2.13 - Prob. 106PCh. 2.13 - Prob. 107PCh. 2.13 - Prob. 108PCh. 2.13 - Each cable has a cross-sectional area of 100 mm2...Ch. 2.13 - Prob. 110PCh. 2.13 - Two tempered-steel bars, each 316 in. thick, are...Ch. 2.13 - Prob. 112PCh. 2.13 - Prob. 113PCh. 2.13 - Prob. 114PCh. 2.13 - Prob. 115PCh. 2.13 - Prob. 116PCh. 2.13 - Prob. 117PCh. 2.13 - Prob. 118PCh. 2.13 - Prob. 119PCh. 2.13 - For the composite bar in Prob. 2.111, determine...Ch. 2.13 - Prob. 121PCh. 2.13 - Bar AB has a cross-sectional area of 1200 mm2 and...Ch. 2.13 - Bar AB has a cross-sectional area of 1200 mm2 and...Ch. 2 - The uniform wire ABC, of unstretched length 2l, is...Ch. 2 - The aluminum rod ABC (E = 10.1 106 psi), which...Ch. 2 - Two solid cylindrical rods are joined at B and...Ch. 2 - Prob. 127RPCh. 2 - Prob. 128RPCh. 2 - Prob. 129RPCh. 2 - A 4-ft concrete post is reinforced with four steel...Ch. 2 - The steel rods BE and CD each have a 16-mm...Ch. 2 - Prob. 132RPCh. 2 - Prob. 133RPCh. 2 - The aluminum test specimen shown is subjected to...Ch. 2 - Prob. 135RP
Knowledge Booster
Background pattern image
Mechanical Engineering
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
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Elements Of Electromagnetics
Mechanical Engineering
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Oxford University Press
Text book image
Mechanics of Materials (10th Edition)
Mechanical Engineering
ISBN:9780134319650
Author:Russell C. Hibbeler
Publisher:PEARSON
Text book image
Thermodynamics: An Engineering Approach
Mechanical Engineering
ISBN:9781259822674
Author:Yunus A. Cengel Dr., Michael A. Boles
Publisher:McGraw-Hill Education
Text book image
Control Systems Engineering
Mechanical Engineering
ISBN:9781118170519
Author:Norman S. Nise
Publisher:WILEY
Text book image
Mechanics of Materials (MindTap Course List)
Mechanical Engineering
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Cengage Learning
Text book image
Engineering Mechanics: Statics
Mechanical Engineering
ISBN:9781118807330
Author:James L. Meriam, L. G. Kraige, J. N. Bolton
Publisher:WILEY
Solids: Lesson 53 - Slope and Deflection of Beams Intro; Author: Jeff Hanson;https://www.youtube.com/watch?v=I7lTq68JRmY;License: Standard YouTube License, CC-BY