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7. For the model shown, E1 = 4000 kPa and E2 = 20,000 kPa. ΗΛΙΛΛΗ a....
A part of a building structure is supported by the two square-end helical springs, as shown in th...
A part of a building structure is supported by the two square-end helical springs, as shown in the figure below, to isolate a vibration. To further isolate the vibration, additional square-end spring is placed below the two spring at the center; the dimensions are as tabulated. Both spring types have the same free length and carrying a total maximum load of 4000 N. (Assume G- 72 GN/m2 and use Kw). Hint: The F-6000N acting on Type-1 springs is totally transferred...
Problem 4 Two blocks of rubber each having a height h=300 mm, width w = 400...
Problem 4 Two blocks of rubber each having a height h=300 mm, width w = 400 mm, and thickness a = 50 mm are used to make a shear spring as shown. The rubber has a shear modulus G = 2.5 MPa. A load P = 30 kN is applied. a) Determine the average shear stress in the rubber pads. b) Determine the average shear strain in the rubber pads. c) What is the relative displacement 8?
(1) As shown in the Figure below, a parallel-plate capacitor of plate area A is filled with two laye ers of dielectrics, di and de thick, with permittivities s and s2, respectively. Ignoring the r...
(1) As shown in the Figure below, a parallel-plate capacitor of plate area A is filled with two laye ers of dielectrics, di and de thick, with permittivities s and s2, respectively. Ignoring the ringe effect at the four edges (assuming rectangular plates), find the fields Ei and E2 in the t dielectric ctrics if a voltage V(assumed positive) is applied to the top plate with regard to the bottom plate. (Note: both magnitudes and directions needed.) (2) Find the...
The plate shown below is made of 1040 tool steel. It is subjected to a vertical...
The plate shown below is made of 1040 tool steel. It is subjected to a vertical distributed load of P- 400 lb/in on the top edge. As a project engineer, it is your job to determine the resulting stresses and deformations in the plate. The plate is 7/16 inch thick. 5) Using Solidworks MCAE software, explain how you would develop the solid model for the part. Include all appropriate commands. Using Solidwords Simulation, show how Finite Element Analysis can be...
By deatiles please! Q1. The figure shown below is extracted from bending stress in a beam experiment where an inverted Aluminum (E 69 GPa) T-section is subjected to two point-Loads (each 1/2W). The...
By deatiles please!
Q1. The figure shown below is extracted from bending stress in a beam experiment where an inverted Aluminum (E 69 GPa) T-section is subjected to two point-Loads (each 1/2W). The strain across the depth of the cross section is measured using strain gauges which are sensors that experience a change in electrical resistance when stretched or compressed. Connections to digital strain display Beam Loading frame Pin support -Retaining pin Strain gauges Locating hole for STRBA load cel...
The beam shown (Figure 1) is supported by a pin at A and a cable at...
The beam shown (Figure 1) is
supported by a pin at A and a cable at B. Two
loads P = 13 kN are applied straight down from the
centerline of the bottom face. Determine the state of stress at the
point shown (Figure 2) in a section 2 m from the wall. The
dimensions are w = 5.2 cm , h = 10.5 cm ,
L = 0.8 m , a = 1.5 cm , and b = 4...
1.5-7 A hollow, brass circular pipe ABC (oce figure supports a load P, 118 kN acting at the top A...
please help ASAP
1.5-7 A hollow, brass circular pipe ABC (oce figure supports a load P, 118 kN acting at the top A second load P -98 kN is uaiformly distributed around the cap plate at B. The diameters and thicknesses of the upper and lower parts of the pipe are 31 mm ,,-12 mm, dae" 57 mm, and tac· 9 mm, respectively. The modulus of clasticity is 96 GPa. When both loads are fully applied, the wall thickness of...
Question 7 (3 Points) This assignment is set up for sequential assessment. Complete each question and...
Question 7 (3 Points) This assignment is set up for sequential assessment. Complete each question and submit the answer before moving on to the next question. Correct answers for each question will be made available once the maximum number of attempts have been made for each submission. Capacitance 3 - Mixed C=K Formulas: Capacitors with dielectrics (with dielectric) (without dielectrie) EA d d E = EA AV = Ed For ALL capacitors Q=CAV + -Q+Q2 -Q2 +Q3 -Q3 Step 1...
1. An 8-m thick normally consolidated clay layer is doubly drained as shown below. (This means...
1. An 8-m thick normally consolidated clay layer is doubly drained as shown below. (This means that a very pervious layer compared to the clay exists on top of and under the clay layer) The embankment applied an average vertical stress increase of 100 kPa to the clay layer. The water table is located at the mid depth of the sand layer. Assume the sand above the water table is dry 0 Pore water pressure, u (kPa) 20 40 60...
need solution for milestones A Q1 Solid Mechanics 3 Assessment Task 1a - 2020 Milestone a...
need solution for milestones A Q1
Solid Mechanics 3 Assessment Task 1a - 2020 Milestone a Question 1. For each of the plane-stress conditions given below, construct a Mohr's circle of stress, find the principal stresses and the orientation of the principal axes relative to the xy axes and determine the stresses on an element, rotated in the x-y plane 60° counterclockwise from its original position: (a) dx = 200 MPa Oy - 300 MPa T .40 MPa (b) dx...
A part of a building structure is supported by the two square-end helical springs, as shown in the figure below, to isolate a vibration. To further isolate the vibration, additional square-end spring is placed below the two spring at the center; the dimensions are as tabulated. Both spring types have the same free length and carrying a total maximum load of 4000 N. (Assume G- 72 GN/m2 and use Kw). Hint: The F-6000N acting on Type-1 springs is totally transferred...
Problem 4 Two blocks of rubber each having a height h=300 mm, width w = 400 mm, and thickness a = 50 mm are used to make a shear spring as shown. The rubber has a shear modulus G = 2.5 MPa. A load P = 30 kN is applied. a) Determine the average shear stress in the rubber pads. b) Determine the average shear strain in the rubber pads. c) What is the relative displacement 8?
(1) As shown in the Figure below, a parallel-plate capacitor of plate area A is filled with two laye ers of dielectrics, di and de thick, with permittivities s and s2, respectively. Ignoring the ringe effect at the four edges (assuming rectangular plates), find the fields Ei and E2 in the t dielectric ctrics if a voltage V(assumed positive) is applied to the top plate with regard to the bottom plate. (Note: both magnitudes and directions needed.) (2) Find the...
The plate shown below is made of 1040 tool steel. It is subjected to a vertical distributed load of P- 400 lb/in on the top edge. As a project engineer, it is your job to determine the resulting stresses and deformations in the plate. The plate is 7/16 inch thick. 5) Using Solidworks MCAE software, explain how you would develop the solid model for the part. Include all appropriate commands. Using Solidwords Simulation, show how Finite Element Analysis can be...
By deatiles please!
Q1. The figure shown below is extracted from bending stress in a beam experiment where an inverted Aluminum (E 69 GPa) T-section is subjected to two point-Loads (each 1/2W). The strain across the depth of the cross section is measured using strain gauges which are sensors that experience a change in electrical resistance when stretched or compressed. Connections to digital strain display Beam Loading frame Pin support -Retaining pin Strain gauges Locating hole for STRBA load cel...
The beam shown (Figure 1) is
supported by a pin at A and a cable at B. Two
loads P = 13 kN are applied straight down from the
centerline of the bottom face. Determine the state of stress at the
point shown (Figure 2) in a section 2 m from the wall. The
dimensions are w = 5.2 cm , h = 10.5 cm ,
L = 0.8 m , a = 1.5 cm , and b = 4...
please help ASAP
1.5-7 A hollow, brass circular pipe ABC (oce figure supports a load P, 118 kN acting at the top A second load P -98 kN is uaiformly distributed around the cap plate at B. The diameters and thicknesses of the upper and lower parts of the pipe are 31 mm ,,-12 mm, dae" 57 mm, and tac· 9 mm, respectively. The modulus of clasticity is 96 GPa. When both loads are fully applied, the wall thickness of...
Question 7 (3 Points) This assignment is set up for sequential assessment. Complete each question and submit the answer before moving on to the next question. Correct answers for each question will be made available once the maximum number of attempts have been made for each submission. Capacitance 3 - Mixed C=K Formulas: Capacitors with dielectrics (with dielectric) (without dielectrie) EA d d E = EA AV = Ed For ALL capacitors Q=CAV + -Q+Q2 -Q2 +Q3 -Q3 Step 1...
1. An 8-m thick normally consolidated clay layer is doubly drained as shown below. (This means that a very pervious layer compared to the clay exists on top of and under the clay layer) The embankment applied an average vertical stress increase of 100 kPa to the clay layer. The water table is located at the mid depth of the sand layer. Assume the sand above the water table is dry 0 Pore water pressure, u (kPa) 20 40 60...
need solution for milestones A Q1
Solid Mechanics 3 Assessment Task 1a - 2020 Milestone a Question 1. For each of the plane-stress conditions given below, construct a Mohr's circle of stress, find the principal stresses and the orientation of the principal axes relative to the xy axes and determine the stresses on an element, rotated in the x-y plane 60° counterclockwise from its original position: (a) dx = 200 MPa Oy - 300 MPa T .40 MPa (b) dx...
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