Q1 / A simply supported beam of 6m length the Span has two concentrated loads of 8 KN and 10 KN at 2m and 4m from left hand supports. Find the reactions at two supports?
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- Q/A simply supported beam of 6m length the Span has two concentrated loads of 8 KN and10 KN at 2m and 4m from left hand supports. Find the reactions at two supports ?A simple beam having a span of 6m has a weight of 20 kN/m. It carries a concentrated load of 20kN at the left end and 40 kN at 2m from the right end of the beam. If it is supported at 2m from the left end and at the right end, compute the reaction at the right end of the beam. Need answer asap. Please0O REDMI NOTE 8 PRO O AI QUAD CAMERA Q-1. For the overhanging beam below; if the force (F) is equal to 400 lb: Draw the Free Body Diagram (FBD) & Calculate the Support Reactions. b. Draw the Shear Force & Bending Moment Diagrams and Calculate the Maximum Values of BOTH. a. w = 40 lb/in 4 ft 10 ft
- Find the support reactions, draw the free-body diagram of the beams that shows the reactions and the equivalent loadings of the beams. Show the computation where Mo = 10,800 kip-in, P = 1205 lb, F = 1.25 kip, Wa = 2750 lb/ft, Wb = 1.055 kip/ft, a = c = 7 ft, b = 12 ft.Calculate the support reactions at A and B for the loaded beam.Assume P = 58 lb, w = 105 lb/ft, a = 2.7 ft, and b = 5.5 ft.A beam ABCDE is simply supported at A and D. It carries the following loading: a distributed load of 30 kN/m between A and B; a concentrated load of 20 kN at B; a concentrated load of 20 kN at C; a concentrated load of 10 kN at E; a distributed load of 60 kN/m between D and E. Span AB=1.5 m BC=CD=DE=1 m. A. Draw the FBD B. Calculate the value of the reactions at A and D and hence draw the S.F. and B.M. diagrams. C. What are the magnitude and position of the maximum B.M. on the beam?
- Figure 1 below shows a 5 m length of beam with a pinned support at A and roller support at E. The beam carries three concentrated loads of 10 kN, 5 kN and 15 kN at B, C and D, respectively. а. Show the Free Body Diagram (FBD) of the beam then determine the reaction force. b. Calculate the shear force, V. Draw Shear Force Diagram (SFD). Calculate the bending moment, M. Draw the Bending Moment Diagram (BMD). 10 kN 5 kN 15 kN A E B C D 1m 1m 1 m 2 m Figure 1 C.Q8/ A simply supported beam of span 6m has uniformly distributed loads of 10 KN/m over the entire span. Also has two point load of 30KN & (W)KN at 2m & 4m from left support. If right-hand reaction 80 KN. Find (W)KN & the reactions at (A) supports?Find the support reactions, draw the free-body diagram of the beams that shows the reactions and the equivalent loadings of the beams. Show the computation where Wo = 12 kN/m, P = 10 kN, a = 2 m, b = 2.5 m, c = 2m
- Find the support reactions, draw the free-body diagram of the beams that shows the reactions and the equivalent loadings of the beams. Show the computation where Mo = 14,688 lb-in, Wo = 750 lb/ft, a = 12 ft, b = 4 ft, c = 7 ft.6. The beam shown carries vertical loads. Calculate the reaction at each support. Neglect the weight of the beam. 8000 lb 03. 3'-0" 3'-0" 12-0" w = 600 lb/ft L = 24'-0" 3500 lb 4'-0" 2'-0" BFind the support reactions, draw the free-body diagram of the beams that shows the reactions and the equivalent loadings of the beams. Show the computation where P = 950 lb, F = 2010 lb, w0 = 1090 lb/ft, a = 3 ft, b = 5.5 ft, c = 4 ft