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Question 2 A rigid bar is FEBC is supported by two steel deformable bars AB and...
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...
(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...
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...
P2.006 (Multistep) The rigid bar ABC is supported by three bars as shown in the figure....
P2.006 (Multistep) The rigid bar ABC is supported by three bars as shown in the figure. Bars (1) attached at A and C are identical, each having a length of Li158 in. Bar (2) has a length of L2-96 in.; however, there is a clearance of c 0.26 in. between bar (2) and the pin in the rigid bar at B. There is no strain in the bars before the load P is applied, and a 59 in. After application...
The rigid bar AC is supported by two axial bars (1) and (2). Both axial bars...
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 x 10-6 mm/mm/°C). The cross-sectional area of bar (1) is A1 = 226 mm- and the cross-sectional area of bar (2) is Az = 362 mm. After load P has been applied and the temperature of the entire assembly has increased by 22°C, the total strain in bar (2) is measured as 1020...
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...
Determine F1 in left steel bar F2 in right steel bar Normal Stress in left steel...
Determine F1 in left steel bar
F2 in right steel bar
Normal Stress in left steel bar
Normal stress in right steel bar
A = 1200 mm h2 h A = 300 mm B A 41 12 The figure above shows a rigid bar ABC, pin connected to two vertical steel bars and a pin support at B. The two steel bars have heights of h1 = 1.2 m, h2 = 1.5 m and are placed from B at distances...
The rigid beam in (Figure 1) is supported by the three suspender bars. Bars AB and EF are made of aluminum and bar CD is made of steel.
The rigid beam in (Figure 1) is supported by the three suspender bars. Bars AB and EF are made of aluminum and bar CD is made of steel. Part A If each bar has a cross-sectional area of \(480 \mathrm{~mm}^{2}\), determine the maximum value of \(P\) if the allowable stress is \(\left(\sigma_{\text {allow }}\right)_{\text {st }}-190 \mathrm{MPa}\) far the steel and \(\left(\sigma_{\text {allow }}\right)_{\text {al }}-150 \mathrm{MPa}\) for the aluminum. \(E_{\text {st }}-200 \mathrm{GPa}, E_{\text {al }}-70 \mathrm{GPa}\).
The rigid bar AB is pinned at A and supported by two aluminum rods (E =...
The rigid bar AB is pinned at A and supported by two aluminum rods (E = 10 x 103ksi) with diameter d = 1.2 in and the length shown for each on the figure. If the rigid bar is initially vertical, determine (a) the reaction exerted at A and (b) the average normal stress in each rod when the 40-kip force is applied. 40 kip B 2 ft d=12 in ELIF 2 ft- (a) reaction at A 3 ft d=1.2...
(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...
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...
P2.006 (Multistep) The rigid bar ABC is supported by three bars as shown in the figure. Bars (1) attached at A and C are identical, each having a length of Li158 in. Bar (2) has a length of L2-96 in.; however, there is a clearance of c 0.26 in. between bar (2) and the pin in the rigid bar at B. There is no strain in the bars before the load P is applied, and a 59 in. After application...
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 x 10-6 mm/mm/°C). The cross-sectional area of bar (1) is A1 = 226 mm- and the cross-sectional area of bar (2) is Az = 362 mm. After load P has been applied and the temperature of the entire assembly has increased by 22°C, the total strain in bar (2) is measured as 1020...
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...
Determine F1 in left steel bar
F2 in right steel bar
Normal Stress in left steel bar
Normal stress in right steel bar
A = 1200 mm h2 h A = 300 mm B A 41 12 The figure above shows a rigid bar ABC, pin connected to two vertical steel bars and a pin support at B. The two steel bars have heights of h1 = 1.2 m, h2 = 1.5 m and are placed from B at distances...
The rigid bar AB is pinned at A and supported by two aluminum rods (E = 10 x 103ksi) with diameter d = 1.2 in and the length shown for each on the figure. If the rigid bar is initially vertical, determine (a) the reaction exerted at A and (b) the average normal stress in each rod when the 40-kip force is applied. 40 kip B 2 ft d=12 in ELIF 2 ft- (a) reaction at A 3 ft d=1.2...
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