Determine all cross sectional properties. Plates 2 and 3 are both 8 X 1/4. Plate 4...
Answer: 13. A parallel-plate capacitor of cross-sectional area A and spacing between the plates d is filled with a dielectric material whose permittivity varies linearly from s at one plate to the other plate according to at s(2) d sz)=, +(e,-6) Find the capacitance. d (-A 13. CIn(2/6,) d In(e2/)
Two parallel conducting plates, each of cross sectional area 460 cm 2, are 5.0 cm apart and uncharged. If 7.1 × 1012 electrons are transferred from one plate to the other, what are the following? (a) the charge denslty on each plate (Enter the magnltude In C/m.) C/m2 (b) the electric field between the plates (Enter the magnitude in N/C.) N/C
Two parallel conducting plates, each of cross sectional area 460 cm 2, are 5.0 cm apart and uncharged. If 7.1 × 1012 electrons are transferred from one plate to the other, what are the following? (a) the charge denslty on each plate (Enter the magnltude In C/m.) C/m2 (b) the electric field between the plates (Enter the magnitude in N/C.) N/C
A plane truss element is shown in Figure 4. All elements have cross-sectional area of A = 8 in, and elastic modulus of E 2 x 10 psi. Use long-hand solution. 6. 6.(a). Solve for the unknown displacements 6.(b). Solve for strains and stresses in all 3 elements. Show your work and follow the finite element method matrix formulation we have covered in lectures 4 3 20 ft 5 kip 10 kip 240 ft ft 30 ft- Figure 4 A...
Question 1 (30 Marks) Plate A is fillet-welded to Plate B as shown in Figure 1. Plate A and Plate B have the same material properties Both plates are 10 mm thick. There are two holes (with a diameter of d) in Plate A. It is assumed that weld failure will not occur (a) If Plate A has a yield stress (fy) of 350 MPa and an ultimate tensile strength (fu) of 450 MPa, what is the maximum load (P)...
A plane truss element is shown in Figure 4, All elements have cross-sectional area of A = 8 in, and elastic modulus of E-2 x 10° psi. Use long-hand solution 6. 6.(a). Solve for the unknown displacements. 6.(b). Solve for strains and stresses in al 3 elements. Show your work and follow the finite element method matrix formulation we have covered in lectures. 4 5 kip 10 240 ft 30 ft30 ft Figure 4. A plane truss element is shown...
WORKING with Plates-PLATE#3 3. For the cross-section shown in Figure 3, (a) determine the bending moment that the reinforced concrete section can cary If As 1200 mm2. (b) determine the maximum area of steel that can be used In this section and (c) determine the maximum moment that can be resisted by the section. Use Fc 25 MPa, fy 400 Mpa 250 HGURE uaugo9-p
5) A moving plate is set 3 cm above a stationary plate which has a cross-sectional area of 20 cm2. Calculate the consistency index and flow-behavior index if a force of 270 dyne is required to move the upper plate at a constant velocity of 9 cm/s and a force of 350 dyne is needed to move the plate with a uniform velocity of 12 cm/s.
3x4 Scenario Annotated Equation There are 3 plates Each plate has 4 cookies. So there are 3 × 4 cookies. 3x 4= aniount in 3 groups Number of groups Amount in each (1) group Double Number Line Table I group (I plate) 4 cookies Cookies 042X4 3x4 3 groups- (3 plates) →3 × 4 cookies Plates (groups) 2 X Annotated Equation Scenario Table Double Number Line 3x4 Scenario Annotated Equation There are 3 plates Each plate has 4 cookies. So...
2. Determine the moment of inertia of the shown cross sectional area with respect to the x axis passing through the centroid of the cross section. 400 | 100 | | 600