Find latitude and longitude of first 20 countries with a population greater than or equal to the population limit given below. Use the country details from this dataset.
Your task is to find the sum of the length of all lines (in kms) that can be drawn between co-ordinates of these countries.
Assume radius of earth: 6371 km
Round length of each line and final result to 2 decimal points
If co-ordinates are missing for any country use 0.000 N 0.000 E
Population limit: 2072
if the first state is 0 0 0 0 as indicated below, What will the last stated be after the last clock and data inputs in the diagram (indicate with 1 or 0)
Consider the following nuclear transmutation:23892U(n,β-)X. What is the identity of nucleus X?
For the rectangular element considered in Problem 10.52 and Fig. 10.35, find the element nodal force vector when a
concentrated (point) load, with Px0 ¼ 100 N and Py0 ¼ 500 N, act at the point (x0 ¼ 4 cm, y0 ¼ 5 cm). Perform the
needed integration by evaluating the integrand at the centroid of the element and treating the integrand as a constant
throughout the element.
For the rectangular element considered in Problem 10.52 and Fig. 10.35, find the element nodal force vector due to
distributed body force given by fx0 ¼ 0 and fy0 ¼ erg where r is the density of the material and g is the acceleration
due to gravity. Assume the value of r as 2800 kg/m3 and g ¼ 981 m/s2
. Perform the needed integration by evaluating
the integrand at the centroid of the element and treating the integrand as a constant throughout the element
For the rectangular element considered in Problem 10.52 and Fig. 10.35, find the element nodal force vector due to
uniform surface tractions, with Fx0 ¼ 1000 Pa and Fy0 ¼ 500 Pa, applied on the edge (face) ij. Perform the
needed integration by evaluating the integrand at the centroid of the element and treating the integrand as a constant
throughout the element.
For the rectangular element considered in Problem 10.52 and Fig. 10.35, find the element nodal force vector due to
an increase in the temperature of the element by 50 C. Perform the needed integration by evaluating the integrand
at the centroid of the element and treating the integrand as a constant throughout the element. Assume a plane stress
condition for the element
For the element described in Problem 10.36, determine the element nodal force vector as a result of the following prestress: sxx0 ¼ 800 psi, syy0 ¼ 500 psi, and sxy0 ¼ 750 psi. Assume the element to be in a state of plane strain. (take any triangular element or write formula only).
For the element described in Problem 10.36, determine the element nodal force vector as a result of the following prestress: sxx0 ¼ 800 psi, syy0 ¼ 500 psi, and sxy0 ¼ 750 psi. Assume the element to be in a state of plane stress. (take any triangular element or write the formula only).
Consider a rectangular element in plane stress state with the geometry shown in Fig. 10.35. The element is made of aluminum with E ¼ 71.0 GPa and v ¼ 0.33 and has a thickness of 0.2 cm. Using the [B] matrix given in Problem 10.12 and the [D] matrix given in Eq. (10.15), find the element stiffness matrix using the relation