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An indeterminate 2" by 2" A36 steel rod is loaded axially at B with 280 kips....
Problems 18, 19, &20 A 2" by 2” A36 steel rod is loaded axially. B P...
Problems 18, 19, &20 A 2" by 2” A36 steel rod is loaded axially. B P = 50 kips 30 in. 20 in. Problem 18 Determine the reaction at A. a) RA= 10 kips b) RA = 20 kips c) RA= 30 kips: d) RA= 30 kips e) RA - 40 kips Problem 19 Determine the reaction at B. a) RB - 10 kips b) RB = 20 kips c) RB = 30 kips d) RB = 30 kips e)...
Problem 4 Statically Indeterminate Axially Loaded Members (25pts) A tie rod (1) and a pipe strut...
Problem 4 Statically Indeterminate Axially Loaded Members (25pts) A tie rod (1) and a pipe strut (2) are used to support a 50 kN load, as shown. The cross-sectional areas are A1 = 650 mm2 for tie rod (1) and A2 = 925 mm2 for pipe strut (2). Both members are made of structural steel that has an elastic modulus E 200 GPa. (a) Determine the normal stresses in tie rod (1) and pipe strut (2)·(b) Determine the elongation or...
Question 2 (10 points) For the rod loaded axially as shown in the Figure, determine the axial displacement of the free end. Let E-30 x 10 psi, A 2 in2, and L-60 in. Use the finite element stiffne...
Question 2 (10 points) For the rod loaded axially as shown in the Figure, determine the axial displacement of the free end. Let E-30 x 10 psi, A 2 in2, and L-60 in. Use the finite element stiffness method.
Question 2 (10 points) For the rod loaded axially as shown in the Figure, determine the axial displacement of the free end. Let E-30 x 10 psi, A 2 in2, and L-60 in. Use the finite element stiffness method.
Note: P1=1 kips P2=60 kips w=10x77 2. See the datafile for this assignment for specific data. An A36 column supports lo...
Note: P1=1 kips
P2=60 kips
w=10x77
2. See the datafile for this assignment for specific data. An A36 column supports loads from a roof and a second floor as well as weight its own а. Е-? b. Sketch the cross-section? c. What is the cross-sectional area of the column section? d. What is the weight/foot of the cross-section? e. Given P1, P2, and the column section, determine the axial stress just below the roof connection f. Determine the stress just...
Learning Goal: To become familiar with the force method of analysis for axially loaded composite members....
Learning Goal: To become familiar with the force method of analysis for axially loaded composite members. As shown, a concrete column is reinforced with four steel bars. The column has length L = 8.000 m and a radius r = 500.0 mm. The steel bars each have a diameter of d = 26.00 mm, and the magnitude of the applied axial force is P = 1300 kN. Assume the plate on top of the column allows for equal distribution of...
For the rod loaded axially as shown in the Figure, determine the axial displacement of the free end. Let E-30x 10s psi, A 2 in2, and L 60 in. Use the finite element stiffhess method. For...
For the rod loaded axially as shown in the Figure, determine the axial displacement of the free end. Let E-30x 10s psi, A 2 in2, and L 60 in. Use the finite element stiffhess method.
For the rod loaded axially as shown in the Figure, determine the axial displacement of the free end. Let E-30x 10s psi, A 2 in2, and L 60 in. Use the finite element stiffhess method.
Problem 2) System of Statically INDETERMINATE Axially Loaded Members (32 points) A load of 20kN is applied to the r...
Problem 2) System of Statically INDETERMINATE Axially Loaded Members (32 points) A load of 20kN is applied to the rigid bar ABC at point C. At point A, the bar is pinned to the wall and will rotate freely. The rigid bar is supported by two bars made of steel (E- 200GPa). Both bars have cross-sectional area of 100 mm2 and length of 1000 mm. Length of section AB is 1000 mm, and length of section BC 2000 mm. Find...
Problem 1: The Am1004-T61 magnesium tube is bonded to the A36 steel rod. If the allowable...
Problem 1: The Am1004-T61 magnesium tube is bonded to the A36 steel rod. If the allowable shear stress for the magnesium and steel are 45 MPa and 75 MPa respectively, determine the maximum torque that can be applied at A. Also determine the corresponding angle of twist. G-75GPa, Gmg=18GPa. shor sless mages
Problem 3 Statically Indeterminate Axially Loaded Members (25pts) The assembly shown consists of rigid bar ABC,...
Problem 3 Statically Indeterminate Axially Loaded Members (25pts) The assembly shown consists of rigid bar ABC, two fiber-reinforced plastic (FRP) rods (1) and (3), and FRP post (2). The modulus of elasticity for the FRP is E = 18 GPa. Determine the vertical deflection of joint D relative to its initial position after the 30 kN load is applied. 2.4 m 1.8 m Rigid bar | B |(2) (3) || 3.0 m 3.6 m A = 500 mm? Az= 500...
1. A round steel rod made of structural steel, AISI C1020, as rolled, is to be used as a column, centrally loaded wi...
1. A round steel rod made of structural steel, AISI C1020, as rolled, is to be used as a column, centrally loaded with 10 kips N 3. Determine the diameter for L 25 in
1. A round steel rod made of structural steel, AISI C1020, as rolled, is to be used as a column, centrally loaded with 10 kips N 3. Determine the diameter for L 25 in
Problems 18, 19, &20 A 2" by 2” A36 steel rod is loaded axially. B P = 50 kips 30 in. 20 in. Problem 18 Determine the reaction at A. a) RA= 10 kips b) RA = 20 kips c) RA= 30 kips: d) RA= 30 kips e) RA - 40 kips Problem 19 Determine the reaction at B. a) RB - 10 kips b) RB = 20 kips c) RB = 30 kips d) RB = 30 kips e)...
Problem 4 Statically Indeterminate Axially Loaded Members (25pts) A tie rod (1) and a pipe strut (2) are used to support a 50 kN load, as shown. The cross-sectional areas are A1 = 650 mm2 for tie rod (1) and A2 = 925 mm2 for pipe strut (2). Both members are made of structural steel that has an elastic modulus E 200 GPa. (a) Determine the normal stresses in tie rod (1) and pipe strut (2)·(b) Determine the elongation or...
Question 2 (10 points) For the rod loaded axially as shown in the Figure, determine the axial displacement of the free end. Let E-30 x 10 psi, A 2 in2, and L-60 in. Use the finite element stiffness method.
Question 2 (10 points) For the rod loaded axially as shown in the Figure, determine the axial displacement of the free end. Let E-30 x 10 psi, A 2 in2, and L-60 in. Use the finite element stiffness method.
Note: P1=1 kips
P2=60 kips
w=10x77
2. See the datafile for this assignment for specific data. An A36 column supports loads from a roof and a second floor as well as weight its own а. Е-? b. Sketch the cross-section? c. What is the cross-sectional area of the column section? d. What is the weight/foot of the cross-section? e. Given P1, P2, and the column section, determine the axial stress just below the roof connection f. Determine the stress just...
Learning Goal: To become familiar with the force method of analysis for axially loaded composite members. As shown, a concrete column is reinforced with four steel bars. The column has length L = 8.000 m and a radius r = 500.0 mm. The steel bars each have a diameter of d = 26.00 mm, and the magnitude of the applied axial force is P = 1300 kN. Assume the plate on top of the column allows for equal distribution of...
For the rod loaded axially as shown in the Figure, determine the axial displacement of the free end. Let E-30x 10s psi, A 2 in2, and L 60 in. Use the finite element stiffhess method.
For the rod loaded axially as shown in the Figure, determine the axial displacement of the free end. Let E-30x 10s psi, A 2 in2, and L 60 in. Use the finite element stiffhess method.
Problem 2) System of Statically INDETERMINATE Axially Loaded Members (32 points) A load of 20kN is applied to the rigid bar ABC at point C. At point A, the bar is pinned to the wall and will rotate freely. The rigid bar is supported by two bars made of steel (E- 200GPa). Both bars have cross-sectional area of 100 mm2 and length of 1000 mm. Length of section AB is 1000 mm, and length of section BC 2000 mm. Find...
Problem 1: The Am1004-T61 magnesium tube is bonded to the A36 steel rod. If the allowable shear stress for the magnesium and steel are 45 MPa and 75 MPa respectively, determine the maximum torque that can be applied at A. Also determine the corresponding angle of twist. G-75GPa, Gmg=18GPa. shor sless mages
Problem 3 Statically Indeterminate Axially Loaded Members (25pts) The assembly shown consists of rigid bar ABC, two fiber-reinforced plastic (FRP) rods (1) and (3), and FRP post (2). The modulus of elasticity for the FRP is E = 18 GPa. Determine the vertical deflection of joint D relative to its initial position after the 30 kN load is applied. 2.4 m 1.8 m Rigid bar | B |(2) (3) || 3.0 m 3.6 m A = 500 mm? Az= 500...
1. A round steel rod made of structural steel, AISI C1020, as rolled, is to be used as a column, centrally loaded with 10 kips N 3. Determine the diameter for L 25 in
1. A round steel rod made of structural steel, AISI C1020, as rolled, is to be used as a column, centrally loaded with 10 kips N 3. Determine the diameter for L 25 in
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