Concept explainers
The uniform wire ABC, of unstretched length 2l, is attached to the supports shown and a vertical load P is applied at the midpoint B. Denoting by A the cross-sectional area of the wire and by E the modulus of elasticity, show that, for δ << l, the deflection at the midpoint B is
Fig. P2.124
To prove the deflection of uniform wire ABC at midpoint B is
Explanation of Solution
Given information:
The unstretched length is
The vertical load is P.
Calculation:
Sketch the uniform wire ABC as shown in Figure 1.
Refer to Figure 1.
The value of
Find the value of vertical load
Substitute for
Find the elongation at point AB using the relation:
Substitute
Sketch the right angle triangle as shown in Figure 2.
Refer to Figure 2.
Substitute
Hence, the deflection of uniform wire ABC at midpoint B is
Want to see more full solutions like this?
Chapter 2 Solutions
Mechanics of Materials, 7th Edition
- 2.75 plzarrow_forwardQ1. (A). A 25mm square cross-section bar of length 300mm carries an axial compressive load of 50kN. Determine the stress set up in the bar and its change of length when the load is applied. For the bar material E= 200 GN/m². Q2. A beam AB, 1.2 m long, is simply-supported at its ends A and B and carries two concentrated loads, one of 10 kN at C, the other 15 kN at D. Point C is 0.4 m from A, point D is 1 m from A. Draw the S.F. and B.M. diagrams for the beam. Q3. A solid steel shaft (A) of 50 mm diameter rotates at 250 rev/min. Find the greatest power that can be transmitted for a limiting shearing stress of 60 MN/m2 in the steel.arrow_forwardThe rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and has a cross-sectional area of 508 mm2; link CE is made of steel (E = 200 GPa) and has a cross- sectional area of 634 mm2. For the 39 kN force shown, determine %3D the deflection of B (mm) *deflection should have a negative sign if compression and positive if tension. Also, your final answer should have two decimal places 0.4 m 0.3 m D. B 04 m 02 m P.arrow_forward
- 2. The length of the 2-mm-diameter steel wire CD has been adjusted so that, with no load applied, a gap of 1.5 mm exists between the end Bof the rigid beam ACB and a contact point E. load should be applied to the beam to cause contact between B and E. Using E = 200 GPa, determine where a 225-N 250 mm 225 N 1.5 mm B C A 360 mm 90 mmarrow_forwardQ1. The steel rod AC and brass rod CD are rigidly joined at C. The loads acting are P=60 kN and Q=80 kN. Disregarding the weight of the rods, determine the deflection of (a) point C (b) point D. Given E=200 GPa for steel; E=105 GPa for brass. 2 m B D=40 mm D=25 mm D to 2 m 3 marrow_forwardPortion BC of the rod ABC are made of an aluminum for which E= 70 GPa and portion AB is made of steel for which E = 200 GPa. Given: P = 9 kN, a = 0.6 m, b=0.7 m and the diameter of rod AB is c = 36 mm, (a) Determine the value of Q so that the deflection at A is zero (b) The corresponding deflection of point B 60-mm diameterarrow_forward
- The rigid bar AD is supported by two steel wires of -in. diameter (E = 29 x 10 psi) and a pin and bracket at D. Knowing that the wires were initially taut, detemine (a) the additional tension in each wire when a 120-1b load P is applied at B. (6) the corresponding deflection of point B.arrow_forwardPROBLEM 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 mmarrow_forwardProb.3: [2.26] The length of 2 mm diameter steel wire CD has been adjusted so that with no load is applied, a gap of 1.5 mm exists between the end B of the rigid beam ACB and a contact point E. Knowing that E = 200 GPa, determine where a 20 kg block should be placed on the beam in order to cause contact between B and E. 0.25 m CO 20 kg В A E 1.5 mm -0.32 m 0.08 marrow_forward
- A) Using the ultimate stress found earlier, determine the minimum diameter of post BD required for the post not to fail. B) Using the ultimate stress found earlier, determine the minimum diameter of post CE required for the post not to fail.arrow_forwardBoth portions of the rod ABC are made of an aluminum for which E = 70.4GPa. Knowing that the magnitude of Q is 31876 N, m = 0.35 m, and n = 0.55 m, determine the value of P (in N) so that the deflection at A is zero.arrow_forwardA pin-connected structure is supported and loaded as shown. Member ABCD is rigid and is horizontal before the load P is applied. Bars (1) and (2) are both made from steel [E = 30,000 ksi] and both have a cross-sectional area of 1.25 in.?. If the normal stress in bar (1) must be limited to 31 ksi, determine the maximum load P that may be applied to the rigid bar. 120 in. 80 in. (2) (1) B D 54 in. 54 in. 24 in. Parrow_forward
- Elements Of ElectromagneticsMechanical EngineeringISBN:9780190698614Author:Sadiku, Matthew N. O.Publisher:Oxford University PressMechanics of Materials (10th Edition)Mechanical EngineeringISBN:9780134319650Author:Russell C. HibbelerPublisher:PEARSONThermodynamics: An Engineering ApproachMechanical EngineeringISBN:9781259822674Author:Yunus A. Cengel Dr., Michael A. BolesPublisher:McGraw-Hill Education
- Control Systems EngineeringMechanical EngineeringISBN:9781118170519Author:Norman S. NisePublisher:WILEYMechanics of Materials (MindTap Course List)Mechanical EngineeringISBN:9781337093347Author:Barry J. Goodno, James M. GerePublisher:Cengage LearningEngineering Mechanics: StaticsMechanical EngineeringISBN:9781118807330Author:James L. Meriam, L. G. Kraige, J. N. BoltonPublisher:WILEY