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5) Two rigid members (AE and ABCD) are connected by a pin at A. CK is another rigid bar supported...
Q1. Two rigid members (BCDE and EKN) are connected by a pin at E. The structure is supported by a...
Q1. Two rigid members (BCDE and EKN) are connected by a pin at E. The structure is supported by a pin at B and two rollers at D and N. An inclined distributed load is acting between E and K with the horizontal (12 kN/m) and vertical (16 kN/m) components. Neglect own weights and thicknesses of the members. f w 26.667 kN/m, 1.5m Draw necessary free body diagrams and determine the reaction forces at roller supports (D and N) and...
A rigid beam ABCD is supported by a pin at B and two cables located at...
A rigid beam ABCD is supported by a pin at B and two cables located at A and C. The cables have a 30 mm diameter and are made of steel with yield strength of 800 MPa and elastic modulus of 200 GPa. The beam is designed to resist a vertical load P applied at D equal to 200 kN. a) Find the forces developed in each cable b) Find the corresponding vertical displacement at point where the load is...
(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...
QUESTION 2 The rigid bar ABCD is pinned at B and supported by two rods, an...
QUESTION 2 The rigid bar ABCD is pinned at B and supported by two rods, an aluminum rod AE and a steel rod CF. Details are given below. aluminum rod AE - E = 10600 ksi L = 24 in d = 0.5 in Om = 40 ksi f-12inte-911-06 All of -15 a STEEL steel rod CF ALMINUM E = L = d = om.x = 30,000 ksi 18 in 0.75 in 50 ksi (a) Determine the maximum force P...
The pin-connected structure shown in Fig. 5 consists of a rigid bar ABCD and two 1,500-mm-long...
The pin-connected structure shown in Fig. 5 consists of a rigid bar ABCD and two 1,500-mm-long bars. Bar (1) is steel [E=200 GPa] with a cross-sectional area of A1 = 510 mm2. Bar (2) is an aluminium alloy [E-70 GPa] with a cross-sectional area of A2 1,300 mm2. All bars are unstressed before the load P is applied. If a concentrated load of P 200 kN acts on the structure at D determine: (a) the normal stresses in both bars...
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...
AB length is 4000mm AD length is 3000mm A pin jointed frame ABCD is supported by...
AB length is 4000mm
AD length is 3000mm
A pin jointed frame ABCD is supported by a pinned support at A, a roller at B and is subjected to the loading indicated in Figure Q1. All members have circular cross-section and all are made of steel materials with same cross-section. Determine the support reactions at A and B Determine all the member forces Find out the horizontal displacement at point C using a table template as shown in Table Q1....
2.5-10 A rigid bar ABCD is pinned at end A and supported by two cables at...
2.5-10 A rigid bar ABCD is pinned at end A and supported by two cables at points B and C (see figure). The cable at B has nominal diameter dB - 12 mm and the cable at C has nominal diameter de 20 mm. A load P acts at end D of the bar. What is the allowable load P if the temperature rises by 60°C and each cable is required to have a factor of safety of at least...
Rigid bar is supported by a pin-connected axial bar (1) and a pin connection at C...
Rigid bar is supported by a pin-connected axial bar (1) and a pin connection at C as shown in Figure Q1. Member (1) is a 20 mm wide by 9 mm thick rectangular bar made of Steel Alloys (A992). The total strain in bar (1) is measured as 925 ue (925x10°). The pin at C has an ultimate shear strength of ty = 345MPa. Determine: (a) The axial force in member (1). [9 marks] (b) The factor of safety in...
1) Rigid bar ABC is supported by pin-connected axial member (1) and by a pin connection...
1) Rigid bar ABC is supported by pin-connected axial member (1) and by a pin connection at C, as shown in the figure. A concentrated load is applied to the rigid bar at A. Assume P = 5,300 b, a = 20 in, b= 30 in., c = 13 in., and d = 28 in. Determine the magnitude of the maximum internal shear force within pin C. A. 3670 lb B. 3720 lb C. 3850 lb D. 3940 lb E....
Q1. Two rigid members (BCDE and EKN) are connected by a pin at E. The structure is supported by a pin at B and two rollers at D and N. An inclined distributed load is acting between E and K with the horizontal (12 kN/m) and vertical (16 kN/m) components. Neglect own weights and thicknesses of the members. f w 26.667 kN/m, 1.5m Draw necessary free body diagrams and determine the reaction forces at roller supports (D and N) and...
A rigid beam ABCD is supported by a pin at B and two cables located at A and C. The cables have a 30 mm diameter and are made of steel with yield strength of 800 MPa and elastic modulus of 200 GPa. The beam is designed to resist a vertical load P applied at D equal to 200 kN. a) Find the forces developed in each cable b) Find the corresponding vertical displacement at point where the load is...
(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...
QUESTION 2 The rigid bar ABCD is pinned at B and supported by two rods, an aluminum rod AE and a steel rod CF. Details are given below. aluminum rod AE - E = 10600 ksi L = 24 in d = 0.5 in Om = 40 ksi f-12inte-911-06 All of -15 a STEEL steel rod CF ALMINUM E = L = d = om.x = 30,000 ksi 18 in 0.75 in 50 ksi (a) Determine the maximum force P...
The pin-connected structure shown in Fig. 5 consists of a rigid bar ABCD and two 1,500-mm-long bars. Bar (1) is steel [E=200 GPa] with a cross-sectional area of A1 = 510 mm2. Bar (2) is an aluminium alloy [E-70 GPa] with a cross-sectional area of A2 1,300 mm2. All bars are unstressed before the load P is applied. If a concentrated load of P 200 kN acts on the structure at D determine: (a) the normal stresses in both bars...
AB length is 4000mm
AD length is 3000mm
A pin jointed frame ABCD is supported by a pinned support at A, a roller at B and is subjected to the loading indicated in Figure Q1. All members have circular cross-section and all are made of steel materials with same cross-section. Determine the support reactions at A and B Determine all the member forces Find out the horizontal displacement at point C using a table template as shown in Table Q1....
2.5-10 A rigid bar ABCD is pinned at end A and supported by two cables at points B and C (see figure). The cable at B has nominal diameter dB - 12 mm and the cable at C has nominal diameter de 20 mm. A load P acts at end D of the bar. What is the allowable load P if the temperature rises by 60°C and each cable is required to have a factor of safety of at least...
Rigid bar is supported by a pin-connected axial bar (1) and a pin connection at C as shown in Figure Q1. Member (1) is a 20 mm wide by 9 mm thick rectangular bar made of Steel Alloys (A992). The total strain in bar (1) is measured as 925 ue (925x10°). The pin at C has an ultimate shear strength of ty = 345MPa. Determine: (a) The axial force in member (1). [9 marks] (b) The factor of safety in...
1) Rigid bar ABC is supported by pin-connected axial member (1) and by a pin connection at C, as shown in the figure. A concentrated load is applied to the rigid bar at A. Assume P = 5,300 b, a = 20 in, b= 30 in., c = 13 in., and d = 28 in. Determine the magnitude of the maximum internal shear force within pin C. A. 3670 lb B. 3720 lb C. 3850 lb D. 3940 lb E....
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