3. Determine the internal loading at the center of the beam. 3500 lb. 1500 lb./ft, down...
Determine the reactions at the beam supports for the given loading if F1 is 360 Ib/ft. (Round the final answers to the nearest whole number.) F1 150 lb/ft 4 ft The reaction A at the beam support is The moment MA at the beam support is 3 ft lb lb-ft
determine the reactions at beam supports for the given loading when w0=150lb/ft 450 lb/ 44.1 kip-ft A AB |--4ftola Fig. P5.76 and P5.77
P9.037 A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume LAB-2.5 ft, LBc 7.5 ft, w 1500 lb/ft, P-2100 lb, b-15 in., d-8 in., t 0.45 in. Determine (a) the maximum horizontal shear stress. (b) the maximum compression bending stress. (c) the maximum tension bending stress BC MB Answers: ksi ƠC,ma,- (b) ksi ƠT,max= (c) P9.037 A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown....
2. The box beam is subjected to the loading shown. Determine the principal stresses in the beam at point A, marked in red. 800 lb 1200 lb 5 in. . A 5 in.I A18 in. 8 in. 63 -3 ft- -5 ft 42.5 4-1-2.5 t-
Part A) Consider the cantilever beam and loading shown in the image below where d=15.0 ft, wB=750 lb/ft, and wA=330 lb/ft. (Figure 3) Determine the magnitudes of the internal loadings on the beam at point C. Express your answers, separated by commas, to three significant figures.NC=VC=MC=? Part B) Consider the semicircular member and loading shown in the image where d=0.770 m and F=45.0 N. (Figure 4) Determine the magnitudes of the internal loadings on the beam at point B. NB=VB=MB=?...
2. For the box beam with loading shown, (a) determine the state of stress in the x-y plane at points A and B and indicate on square differential elements oriented with x and y; (b) represent the state of stress on Mohr's circle for both points and identify the principal stresses and maximum in- plane shear stress; (c) show the principal stress orientation of the reference frame by rotating the square differential element for both points. 1200 lb 800 lb...
360 lb/ft. Round the final Determine the reactions at the beam supports for answer to the nearest whole number. the given loading if W
For each of the following beam systems with distributed loading, a. Determine the equivalent nodal loads. b. Determine the DOF's and find their values. E = 30 x 106 psi 1 = 200 in4 2000 lb/ft 15 ft 15 ft 2. E = 30 x 106 psi 1 = 150 in4 4000 lb/ft 0 lb/ft 10 ft 10 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
4. Determine the shear and moment diagrams for the beam 600 lb/ft B2 3 ft 6 ft 3 ft