For the distributed load shown below, determine the equivalent force's magnitude and location, measured from point O. Let a = 1.41 kN/m3,6 = 3.80 kN/m² , and L = 2.70 m.
For the distributed load shown below, determine the equivalent force's magnitude and location, measured from point O
The location of the equivalent concentrated force to the triangular distributed load shown, measured from the right support is: 100 N/m 12 m 3 m 4m 6 m 7 m 8 m
8.2.8. Use integration to determine the point load and its location (centroid) that are equivalent to the line load in E8.2.8. 2.0 kN/m 0.5 kN/m l. 10 m 3 m E8.2.8
The loading on the bookshelif is distributed as shown. Determine the magnitude of the equivalent resultant location, measured from point 2 lb/ft 3.5 lb/ft 2.75 ft 4 ft 1.5 ft
4. (12 points) Replace the distributed load on the beam with a statically equivalent concentrated force and determine the location of that force with respect to point B. T equation of the parabola is wx)-37.5x2+800, where the origin is at point B. he Vertex Parabola 800 N/m 200 N/m 4. (12 points) Replace the distributed load on the beam with a statically equivalent concentrated force and determine the location of that force with respect to point B. T equation of...
Replace the distributed loading with an equivalent resultant force, and specify its location on the beam measured from point A.
The magnitude of the point moment p is 12 kN*m. The magnitude of the uniformly distributed load q is 12 kN/m. The maximum magnitude of the variably distributed load r is 13 kN/m. The magnitude of the variably distributed load over support E is 0 kN/m. The magnitude of the point load s is 18 kN. 1.What are the reactions at B and E? 2. Determine the bending moment equations for all segments of the beam if the datum used...
The beam below is subjected to a distributed load as shown in the figure. Replace the loading by a single resultant force and specify the location of the force measured from the pin support on the left. Draw the resultant system. Find the magnitude of the support reactions.
Use bisection method to determine the point of maximum deflection of the beam subject to a linearly increasing distributed load shown in the figure below (the value of x where dy/dx= 0). Then substitute this value into the equation to determine the value of the maximum deflection. Use the following parameter values in your computation: L = 600 cm, E=50,000 kN/cm2, I=30,000 cm4, and w0 =1.75 kN/cm.
2. A flexible L-shape shown figure below, subjected to a uniformly distributed load of q = 60 kN/m2 to the underlying ground. Determine the increase in vertical stress, at a depth of z = 4 m under points A, B, and C. Q2. A flexible L-shape shown figure below, subjected to a uniformly distributed load of q - 60 kN/m2 to the underlying ground. Determine the increase in vertical stress, depth of z 4 m under points A, B, and...
Thanks For the left figure below, replace the distributed loads by an equivalent resultant force and a couple moment acting at point A. (See the right figure below.) Let a = 3.05m, w1 = 5.95kN/m, and w2 = 4.60kN/m . Calculate the resultant force's magnitude FR, and the couple moment, MR,A Express your answers numerically in kilonewtons and kilonewton-meters to three significant figures separated by a comma.