300 mm 300 mm Determine the internal forces at Point J when a=0. lec 480 mm...
300 mm 300 mm Determine the internal forces at Point J when a=0. A B 480 mm 240 mm D 780 N
Determ ine the internal forces at point J for the structure shown, where member BD can only carry axial forces. Take the dimension a 176 mm and the external load P 500 M a mm 225 mm B 120 mm 225 mm A P NV 135 mm axial force: Number Units (tolerance 1 N, magnitude only) FJ shear force: SF= Number Units (tolerance 1 N, magnitude only) bending moment Number Units (tolerance 100 N mm, magnitude only) BMJ Determ ine...
PROBLEM 4.28 800 mm Determine the reactions at A and C when (a) a-0, 300 N 200mm (b) a 30 (b) a 30 200 mm 300 N
Knowing that the tension in cable BCis 760 N, determine the resultant of the three forces exerted at Point B of beam AB 840 mm- L= 1160 mm 800 mm 13 12 780 N 500 N The magnitude of the resultant of the three forces is The direction of the resultant of the three forces is γ N.
Write correct notation and clearly . Find the internal forces (ND, VD, and moments Mo at point D. Point D is located 4 meters from the x-axis. Recall that when you cut at point D there are two forces (one normal and one shear) and one moment about the z-axis (internal forces and moment). (Hint: When you cut at a specific point, you either look at the left side or the right side.) 3. 700 N 450 N 30° 300...
4) Two forces are applied as shown to the rod AB, which is welded to the 50-mm diameter cylinder DE. Assuming that all stresses remain below the yield point of the material, find the stress tensor at point H. Answer is below. 4) Two forces are applied as shown to the rod AB, which is welded to the 50-mm diameter cylinder DE. Assuming that all stresses remain below the yield point of the material, find the stress tensor at point...
Determine the internal forces at a point just to the right of the person standing on the beam as shown below. The person weighs 65 kg. The beam is uniform and weighs 200 kg. The person is pulling on the rope with a force of 50 N. 2H - - - - Xi OD
Determine ( a ) The moment F = 300 N نقطتان about point o 500 N 300N (45 25m -2 m- 600N إجابتك نقطتان b) The moment F=500 N about) point o إجابتك abä с) The moment F=600 N about point) O إجابتك d) the resultant moment produced) .by the forces about point o إجابتك
INFLUENCE LINE - ASSIGNMENT A С B 140 mm 300 mm 140 mm The configuration of the beam in the lab is shown above. Point C represents the "cut" in the beam. Assuming a unit load moves across the beam, determine the influence line diagram for forces at Point C due to the moving load. Make sure to note (show) the values of any critical points (eg. Top and bottom of jumps).
Problem 4 (20 pts) oss section through point D of Determine the resultant internal loadings acting on the cr member AB. 50 mm 50mm 300 mm 150 nm A D 70 N m 200 mm FBD