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PLEASE WRITE/PRINT CLEARLY PLEASE SOLVE USING THE FINITE ELEMENT
METHOD WHICH INCLUDES THE MATRIXES
2. The...
PLEASE WRITE/PRINT CLEARLY AND SOLVE USING THE FINITE ELEMENT METHOD UNCLUDING MATRICIES 2. The flow rate...
PLEASE WRITE/PRINT CLEARLY AND SOLVE USING THE FINITE ELEMENT
METHOD UNCLUDING MATRICIES
2. The flow rate at node 1 is 0.16 liter/s (0.16 *10-2 m/s). The pressure at node 4 is 0 Pa (g). For the given conditions, the flow is laminar throughout the system. Using hand calculation determine i. The pressure in each node. ii. Flow in each element iii. Verify your results (25 + 10 + 5 = 40) (1) L=10 m D=20 mm u = 8 x...
2. The flow rate at node 1 is 0.16 liter/s (0.16x10m/s). The pressure at node 4...
2. The flow rate at node 1 is 0.16 liter/s (0.16x10m/s). The pressure at node 4 is 0 Pa (g). For the given conditions, the flow is laminar throughout the system. Using hand calculation determine i. The pressure in each node. ii. Flow in each element iii. Verify your results (25+10+5 = 40) (1) L= 10 m D = 20 mm (3) [2] u = 8 x 10-4Ns/m2 p = 995 kg/m L= 7.5 m D = 10 mm L=...
2. The flow rate at node 1 is 0.16 liter's (0.16 *10* m?/s). The pressure at...
2. The flow rate at node 1 is 0.16 liter's (0.16 *10* m?/s). The pressure at node 4 is o Pa (g). For the given conditions, the flow is laminar throughout the system. Using hand calculation determine i. The pressure in each node. ii. Flow in each element iii. Verify your results (25 + 10 + 5 = 40) L-10 m D=20 mm [2] u= 8 x 10-4 N:s/m2 p=995 kg/m² L= 7.5 m D-15 mm L=7.5 m [1] (41...
2. The flow rate at node 1 is 0.16 liter/s (0.16 *10-3 m/s). The pressure at...
2. The flow rate at node 1 is 0.16 liter/s (0.16 *10-3 m/s). The pressure at node 4 is o Pa (g). For the given conditions, the flow is laminar throughout the system. Using hand calculation determine i. The pressure in each node. ii. Flow in each element iii. Verify your results (25 + 10 + 5 = 40) L=10 m D=20 mm [2] u = 8 x 10-4 Ns/m2 p= 995 kg/m L=7.5 m L-7.5 m D - 15...
The flow rate at node 1 is 0.16 liter's (0.16 *10 m/s). The pressure at node...
The flow rate at node 1 is 0.16 liter's (0.16 *10 m/s). The pressure at node 4 is 0 Pa (g). For the given conditions, the flow is laminar throughout the system. Using hand calculation determine i. The pressure in each node. ii. Flow in each element . Verify your results (25+10+5 = 40) (1) L= 10 m D - 20 mm [2] (3) 8 10-N-s/m2 p=995 kg/m L-7.5 m [41 D-10 mm L= 75 m D-15 mm 10) (2)...
PLEASE WRITE/PRINT CLEARLY PLEASE SOLVE USING THE FINITE ELEMENT WHICH INCLUDES THE MATRIXES 1. A wall...
PLEASE WRITE/PRINT CLEARLY PLEASE SOLVE USING THE FINITE ELEMENT
WHICH INCLUDES THE MATRIXES
1. A wall of an industrial oven consists of two different materials, as depicted in Figure. The first layer is composed of 5 cm of insulating cement with a clay binder that has a thermal conductivity of 0.08 W/m K. The second layer is made from 15 cm of 6-ply asbestos board with a thermal conductivity of 0.074 W/mK (W/m °C). The inside oven air is 400°C...
PLEASE WRITE/PRINT CEARLY AND SOLVE USING THE FINITE ELEMENT METHOD WHICH INCLUDE MATRICIES 1. A wall...
PLEASE WRITE/PRINT CEARLY AND SOLVE USING THE FINITE ELEMENT
METHOD WHICH INCLUDE MATRICIES
1. A wall of an industrial oven consists of two different materials, as depicted in Figure. The first layer is composed of 5 cm of insulating cement with a clay binder that has a thermal conductivity of 0.08 W/m K. The second layer is made from 15 cm of 6-ply asbestos board with a thermal conductivity of 0.074 W/mK (W/m °C). The inside oven air is 400°C...
Determine the nodal displacements and reaction forces using the finite element direct method for the 1-D bar elements connected as shown below.
Determine the nodal displacements and reaction forces using the finite element direct method for the 1-D bar elements connected as shown below. Do not rename the nodes or elements when solving. Assume that the bars can only undergo translation in x (1 DOF at each node). Nodes 1 and 3 are fixed Element 1 has Young's Modulus of 300 Pa, length of 1 m and cross-sectional area of 1 m2. Element 2 has Young's Modulus of 200 Pa, length of 2...
Problem 3. (3 points). Determine the nodal displacements and reaction forces using the finite element direct...
Problem 3. (3 points). Determine the nodal displacements and reaction forces using the finite element direct method for the 1-D bar elements connected as shown below. Do not rename the nodes or elements when solving. Assume that the bars can only undergo translation in x (1 DOF at each node). Nodes 1 and 3 are fixed. Element 1 has Young's Modulus of 300 Pa, length of 1 m and cross-sectional area of m. Element 2 has Young's Modulus of 200...
Solve all problems using the finite element stiffness method. For the rigid frame shown in Figure...
Solve all problems using the finite element stiffness method. For the rigid frame shown in Figure P5-4, determine (1) the nodal displacements and rotation at node 4, (2) the reactions, and (3) the forces in each element. Then check equilibrium at node 4. Finally, draw the shear force and bending moment diagrams for each element. LetE 30 x 103 ksi, A = 8 in,2 , and 1-800 in.4 for all elements. 20 kip 25 ft 25 ft- 40 ft 20...
PLEASE WRITE/PRINT CLEARLY AND SOLVE USING THE FINITE ELEMENT
METHOD UNCLUDING MATRICIES
2. The flow rate at node 1 is 0.16 liter/s (0.16 *10-2 m/s). The pressure at node 4 is 0 Pa (g). For the given conditions, the flow is laminar throughout the system. Using hand calculation determine i. The pressure in each node. ii. Flow in each element iii. Verify your results (25 + 10 + 5 = 40) (1) L=10 m D=20 mm u = 8 x...
2. The flow rate at node 1 is 0.16 liter/s (0.16x10m/s). The pressure at node 4 is 0 Pa (g). For the given conditions, the flow is laminar throughout the system. Using hand calculation determine i. The pressure in each node. ii. Flow in each element iii. Verify your results (25+10+5 = 40) (1) L= 10 m D = 20 mm (3) [2] u = 8 x 10-4Ns/m2 p = 995 kg/m L= 7.5 m D = 10 mm L=...
2. The flow rate at node 1 is 0.16 liter's (0.16 *10* m?/s). The pressure at node 4 is o Pa (g). For the given conditions, the flow is laminar throughout the system. Using hand calculation determine i. The pressure in each node. ii. Flow in each element iii. Verify your results (25 + 10 + 5 = 40) L-10 m D=20 mm [2] u= 8 x 10-4 N:s/m2 p=995 kg/m² L= 7.5 m D-15 mm L=7.5 m [1] (41...
2. The flow rate at node 1 is 0.16 liter/s (0.16 *10-3 m/s). The pressure at node 4 is o Pa (g). For the given conditions, the flow is laminar throughout the system. Using hand calculation determine i. The pressure in each node. ii. Flow in each element iii. Verify your results (25 + 10 + 5 = 40) L=10 m D=20 mm [2] u = 8 x 10-4 Ns/m2 p= 995 kg/m L=7.5 m L-7.5 m D - 15...
The flow rate at node 1 is 0.16 liter's (0.16 *10 m/s). The pressure at node 4 is 0 Pa (g). For the given conditions, the flow is laminar throughout the system. Using hand calculation determine i. The pressure in each node. ii. Flow in each element . Verify your results (25+10+5 = 40) (1) L= 10 m D - 20 mm [2] (3) 8 10-N-s/m2 p=995 kg/m L-7.5 m [41 D-10 mm L= 75 m D-15 mm 10) (2)...
PLEASE WRITE/PRINT CLEARLY PLEASE SOLVE USING THE FINITE ELEMENT
WHICH INCLUDES THE MATRIXES
1. A wall of an industrial oven consists of two different materials, as depicted in Figure. The first layer is composed of 5 cm of insulating cement with a clay binder that has a thermal conductivity of 0.08 W/m K. The second layer is made from 15 cm of 6-ply asbestos board with a thermal conductivity of 0.074 W/mK (W/m °C). The inside oven air is 400°C...
PLEASE WRITE/PRINT CEARLY AND SOLVE USING THE FINITE ELEMENT
METHOD WHICH INCLUDE MATRICIES
1. A wall of an industrial oven consists of two different materials, as depicted in Figure. The first layer is composed of 5 cm of insulating cement with a clay binder that has a thermal conductivity of 0.08 W/m K. The second layer is made from 15 cm of 6-ply asbestos board with a thermal conductivity of 0.074 W/mK (W/m °C). The inside oven air is 400°C...
Determine the nodal displacements and reaction forces using the finite element direct method for the 1-D bar elements connected as shown below. Do not rename the nodes or elements when solving. Assume that the bars can only undergo translation in x (1 DOF at each node). Nodes 1 and 3 are fixed Element 1 has Young's Modulus of 300 Pa, length of 1 m and cross-sectional area of 1 m2. Element 2 has Young's Modulus of 200 Pa, length of 2...
Problem 3. (3 points). Determine the nodal displacements and reaction forces using the finite element direct method for the 1-D bar elements connected as shown below. Do not rename the nodes or elements when solving. Assume that the bars can only undergo translation in x (1 DOF at each node). Nodes 1 and 3 are fixed. Element 1 has Young's Modulus of 300 Pa, length of 1 m and cross-sectional area of m. Element 2 has Young's Modulus of 200...
Solve all problems using the finite element stiffness method. For the rigid frame shown in Figure P5-4, determine (1) the nodal displacements and rotation at node 4, (2) the reactions, and (3) the forces in each element. Then check equilibrium at node 4. Finally, draw the shear force and bending moment diagrams for each element. LetE 30 x 103 ksi, A = 8 in,2 , and 1-800 in.4 for all elements. 20 kip 25 ft 25 ft- 40 ft 20...
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