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- If the intensity of the line loading is w=[(40xx2)/40]lb/in., where x is measured in inches, use integration to find the resultant.GW4 Given: Two forces are acting on a pipe as shown in the figure. The magnitude and the coordinate direction Find: angles of the resultant force. F2 = 81 lb Plan: 1) Find the forces along CA and F = 100 lb CB in the Cartesian vector form. 4 ft 2) Add the two forces to get thc yresultant force, FR. 3) Determine the magnitude and the coordinate angles of FR. B. 3 ft 7 ft 40 4 ft1. The roller coaster car weighs 350 lb with passengers. A. Find the speed of the car at point B. Neglect friction. B. Find the normal force the track exerts on the car at point B. 200 ft VA = 15 ft/s -200 ft (40 000 - x²) B
- Note: In the text, all questions use 62.5 pounds/ft as the force per volume density of water. In metric, we would need Newtons/meter. The mass density per volume of water is 1000 kg/m³. To convert this into a force density per volume, we multiply by gravity, approximately 9.8 m/s?. The resulting quantity is the force density per volume in metric: 9800 N/m³.Let us say that we have a ladder with its own length (L) and its own mass (m) this ladder just so happens to make a (θ) degree angle with a wall. The center of mass of this ladder is 1/3 of the way up from the bottom (it gets narrower towards the top). A person of mass M then decides to climb the ladder until he comes to the halfway point. Wall has no friction but the ground has on the ladder.. a) Draw this situation and label forces so you may set up the statics equations. b) Find the force on the ladder due to the ground (both x and y components) and the force on the ladder due to the wall.2.) Calculate the resultant force. (10PTS.) A = 2000lb D = 500lb 45° B = 1000lb 30° C = 2000lb
- Find the displacement Work done 223 Force 2 NPlease find me solution of this problem a and bChoose the following systems that are equivalent to the one shown. Choose all that apply. (Remember conditions for equivalency require the sum of forces to be equal and the sum of moments about on arbitrary point to be equal) 50 N DA OB. OC OD. 1m 1 m 1 m 50 N 1 m 50 N 1 m 100 N 1 m 50 N 1m 50 N 1 m 50 N-m 1 m 100 N-m 1 m