PLEASE PROVIDE A STEP BY STEP SOLUTION AND HIGHLIGHT ANSWERS!!
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Chapter 2, Reserve Problem 029 A...
Problem 9.003 A rigid steel bar is supported by three rods, as shown in the figure....
Problem 9.003 A rigid steel bar is supported by three rods, as shown in the figure. There is no strain in the rods before the load P is applied. After load P is applied, the normal strain in rods (1) is 450 μm/m. Assume initial rod lengths of L1-2250 mm and L2-1700 mm. Determine (a) the normal strain in rod (2) (b) the normal strain in rod (2) if there is a 1-mm gap in the connections between the rigid...
(4) Problem 4: Stress and Strain (8 Points). The rigid bar "AD" is subjected to a...
(4) Problem 4: Stress and Strain (8 Points). The rigid bar "AD" is subjected to a point load at "D". There is no strain in rods "BE" and "CF if"p=0". After "P" is applied, the normal strain in rod "CF" is "0.0007 mm/mm Determine: (a) Axial Normal Strain EBE. prion command (b) Axial Normal Strain EBE if there is a "5 x 10" m" gap in the connection between the rigid bar and rod "CF" before the load "P" is...
A rigid bar ABCD is supported by two bars as shown in Figure below.
A rigid bar ABCD is supported by two bars as shown in Figure below. There is no strain in the vertical bars before load P is applied. After load P is applied, the normal strain in bar (1) is - 570 μm/m. Determine: (a) the normal strain in bar (2) (b) the normal strain in bar (2) if there is a 1 mm gap in the connection at pin C before the load is applied. (c) the normal strain in bar (2) if...
M5.14 Coaxial bars with temperature change scenes AT-105°C 110 mm2 160 GPa 17.71א / 2600 mm...
M5.14 Coaxial bars with temperature change scenes AT-105°C 110 mm2 160 GPa 17.71א / 2600 mm 450 mm (1) 40 GPa 1300 mm 1300 mm (2) 23.7x10 /oC (2) A (kN) F. P= 15 kN A rigid horizontal bar ABC is supported by three vertical rods (properties given). The system is stress free before the load is applied. After the load P is applied, the temperature of all three rods is raised by the indicated AT. Determine: the internal force...
(5 pts) Rigid bar ABCD is supported by bars BE and CF and a pin at...
(5 pts) Rigid bar ABCD is supported by bars BE and CF and a pin at A. There is no strain in the vertical bars before P is applied. After P is applied, the normal strain in bar BE is -1100 strains (i.e., -1100 x 10-6 mm/mm) Determine: 1425 mm 200 mm 320 mm 100 mm Rigid bar 860 mm a) the normal strain in bar CF. b) the normal strain in bar CF if there a 1-mm gap in...
Your answer is partially correct. Try again. A load of P = 50 kN is supported...
Your answer is partially correct. Try again. A load of P = 50 kN is supported by a structure consisting of rigid bar ABC, two identical solid bronze [E = 82 GPa, a = 15.7 x 10-6/0C] rods, and a solid steel [E = 197 GPa, a = 12.2 x 10-6/°C]. The bronze rods (1) each have a diameter of 29 mm and they are symmetrically positioned relative to the center rod (2) and the applied load P. Steel rod...
Chapter 3, Reserve Problem 122 The rigid bar AC is supported by two axial bars (1)...
Chapter 3, Reserve Problem 122 The rigid bar AC is supported by two axial bars (1) and (2). Both axial bars are made of bronze [E = 100 GPa; a = 18 × 10-mm/mm/°C]. The cross-sectional area of bar (1) is A1 = 236 mm2 and the cross- sectional area of bar (2) is Az = 389 mm2. After load P has been applied and the temperature of the entire assembly has increased by 26°C, the total strain in bar...
Question 2 A rigid bar is FEBC is supported by two steel deformable bars AB and...
Question 2 A rigid bar is FEBC is supported by two steel deformable bars AB and DE, as shown in the figure. There is no strain in the vertical bars before the load P is applied. After the load P s applied, the normal strain in bar DE is 0.0006 mm/mm. Determine the normal strain in bar AB. 1.2 m 0.9 m E Rigid 1.5 m
provide a detailed solution showing your work step by step Do not provide a solution using...
provide a detailed solution showing your work step by
step
Do not provide a solution using axial deformation, this
class is machine elements and not mechanics of
materials
IS NOT THE SOLUTION TO THIS PROBLEM
solution is provided as -28.38mm
PL δ= AE Problem 2 Ans: -28.38mm A solid plastic rod [E = 45MPa; v = 0.33] with a diameter d = 100mm is placed in a hole with diameter D = 101mm with rigid walls. The rod has a...
Problem 9.003 A rigid steel bar is supported by three rods, as shown in the figure. There is no strain in the rods before the load P is applied. After load P is applied, the normal strain in rods (1) is 450 μm/m. Assume initial rod lengths of L1-2250 mm and L2-1700 mm. Determine (a) the normal strain in rod (2) (b) the normal strain in rod (2) if there is a 1-mm gap in the connections between the rigid...
(4) Problem 4: Stress and Strain (8 Points). The rigid bar "AD" is subjected to a point load at "D". There is no strain in rods "BE" and "CF if"p=0". After "P" is applied, the normal strain in rod "CF" is "0.0007 mm/mm Determine: (a) Axial Normal Strain EBE. prion command (b) Axial Normal Strain EBE if there is a "5 x 10" m" gap in the connection between the rigid bar and rod "CF" before the load "P" is...
M5.14 Coaxial bars with temperature change scenes AT-105°C 110 mm2 160 GPa 17.71א / 2600 mm 450 mm (1) 40 GPa 1300 mm 1300 mm (2) 23.7x10 /oC (2) A (kN) F. P= 15 kN A rigid horizontal bar ABC is supported by three vertical rods (properties given). The system is stress free before the load is applied. After the load P is applied, the temperature of all three rods is raised by the indicated AT. Determine: the internal force...
(5 pts) Rigid bar ABCD is supported by bars BE and CF and a pin at A. There is no strain in the vertical bars before P is applied. After P is applied, the normal strain in bar BE is -1100 strains (i.e., -1100 x 10-6 mm/mm) Determine: 1425 mm 200 mm 320 mm 100 mm Rigid bar 860 mm a) the normal strain in bar CF. b) the normal strain in bar CF if there a 1-mm gap in...
Your answer is partially correct. Try again. A load of P = 50 kN is supported by a structure consisting of rigid bar ABC, two identical solid bronze [E = 82 GPa, a = 15.7 x 10-6/0C] rods, and a solid steel [E = 197 GPa, a = 12.2 x 10-6/°C]. The bronze rods (1) each have a diameter of 29 mm and they are symmetrically positioned relative to the center rod (2) and the applied load P. Steel rod...
Chapter 3, Reserve Problem 122 The rigid bar AC is supported by two axial bars (1) and (2). Both axial bars are made of bronze [E = 100 GPa; a = 18 × 10-mm/mm/°C]. The cross-sectional area of bar (1) is A1 = 236 mm2 and the cross- sectional area of bar (2) is Az = 389 mm2. After load P has been applied and the temperature of the entire assembly has increased by 26°C, the total strain in bar...
Question 2 A rigid bar is FEBC is supported by two steel deformable bars AB and DE, as shown in the figure. There is no strain in the vertical bars before the load P is applied. After the load P s applied, the normal strain in bar DE is 0.0006 mm/mm. Determine the normal strain in bar AB. 1.2 m 0.9 m E Rigid 1.5 m
provide a detailed solution showing your work step by
step
Do not provide a solution using axial deformation, this
class is machine elements and not mechanics of
materials
IS NOT THE SOLUTION TO THIS PROBLEM
solution is provided as -28.38mm
PL δ= AE Problem 2 Ans: -28.38mm A solid plastic rod [E = 45MPa; v = 0.33] with a diameter d = 100mm is placed in a hole with diameter D = 101mm with rigid walls. The rod has a...
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