5001 375 6) The moment (ft-lb) about B for the loading shown is most nearly? Answer:...
Draw shear and moment diagrams for the beam shown below 600 lb 200 lb/ft AL B — 6 ft — C + D 3ft-*—3ft-
6. For the beams and loading shown draw the shear and bending-moment diagrams and then find the maximum absolute values of the shear and bending moment. 2500 lb 60 KN 25 kN/m 500 lb /ft A c Di 5-3 ft--3--3-1-3ft Ć D -3 ft 3 ft — —3 ft 3 ft — Tam-kata2 122 m- 1 m
Please answer quickly. I will upvote. Thank you! 50 lb/ft 200 lb-ft A B- (6) For the beam shown, draw the shear and moment diagrams and find the magnitude and location of the maximum moment. -20 ft -10 ft-
determine the shear force (lb) at B for the loading shown Determine the shear force (Ib) at A for the loading shown. Note: Be mindful of the established sign convention. 60 Ib/ft 5 ft 6 ft 84.0000 D Question 9 Note: Be mindful of the established sign convention. Determine the shear force (Ib) at B for the loading shown. 60 lb/ft 5 ft 6 ft 3 ft ft
For the beam and loading shown, please (a) determine the reactions at A and C, (b) draw the shear and bending moment diagrams, and (c) find the maximum normal stress on the beam. 2000 lb 200 lb/ft 4 ft 4 ft 6 ft
Problem 5 a) Determine the net moment (lb-ft) about point D. b) Determine the equivalent force for the load system, indicate its location with respect to point D. 150 Ib/ft 180 lb/ft T 700b 4 ft 70° 3 ft 6 ft 5 ft 2 ft 4 ft
Problem 1. Given the 3-D sketch as shown of a tripod stand with a 300 ft"lb moment applied to the top at D (applied by a wrench). The tripod base is an equilateral triangle with 2 ft on each side. The height of the stand is 4 ft. Find the Resultant Force at points A, B, and C. The moment at D is in a parallel plane to the plane A, B and C are in. D 300 ft*lb h=4ft...
Calculate the moment about a point C caused by the forces acting at the points A&B respectively (engineering)? Can somebody please help me with these 2 problems? Thanks so much!! Calculate the moment about a point CC – 4, 5, 7) ft caused by the forces F1 = – 4i + 4% – 8k lb and F, = – 3i – 7j + 7k lb acting at the points AC – 2, – 4, – 1) ft and B(2, 2,...
Q1) Determine the moment about the origin of the force F = (3 lb)i - (6 lb)j + (4 lb)k which acts at a point A. Assume that the position vector of A is r = -(7.5 ft)i + 3 ft)j - (6 ft)k
300 lb 300 lb - 6 in.-- For the beam and loading shown, determine the range of the distance a for which the reaction at B does not exceed 100 lb downward or 200 lb upward. D С 50 lb Sin. 12 in 4 in 300 lb 6 in. B D C 150 lb 8 in. 12 in. 4 in