For the beam shown w = 10 lb/ft, and M = 310 ft-lb. Determine the reactions at A and B. Enter the reaction at B below in lb to the nearest lb
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For the beam shown w = 10 lb/ft, and M = 310 ft-lb. Determine the reactions at A and B. Enter the reaction at B below in lb to the nearest lb. Enter a positive number if the reaction is up and a negative number if the reaction is down. A W 20 ft B 10 ft M C
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- The beam shown has the following data:w1 = 10.0 kN/mw2 = 30.4 kN/mx = 14.8 my = 4.8 mDetermine the magnitude of the reaction force at C in kNFind 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 M0 = 2264 N-m, w0 = 726 N/m, a = 2.5 m, b = 4.5 mFind 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 = 3 kN, M0 = 75 kN-m, w0 = 100 kN/m, a = b = c = 2.5 m, d = 1.75 m
- Draw the Shear force diagram & Bending moment diagram for the cantilever beam as shown in figure, mark the salient points in the diagram. Neglect the self-weight of the beam, where F1 =30 N, F2=60N, F3 =60 N, F4 =80N, a =3 m, b=1 m, c=5 m, d=4 m The reaction at the fixed support "A" (unit in N)=_____________ Answer for part 1 (ii) Shear force at the point "A" (Unit in N) = ________ Answer for part 2 (iii) Shear force at the point "B" (Unit in N) = ________ Answer for part 3 (iv) Shear force at the point "C" (Unit in N) = ________ Answer for part 4 (v) Shear force at the point "D" (Unit in N) = ________ Answer for part 5 (vi) Shear force at the point "E" (Unit in N) = ________ Answer for part 6 (vii) Bending moment at the point "E"(unit in Nm) = ________________ Answer for part 7 (viii) Bending moment at the point "D"(unit in Nm) = ________________ Answer for part 8 (ix) Bending moment at the point "C"(unit in Nm) = ________________ Answer for part 9 (x) Bending moment…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 Wa = 2320 N/m, Wb = 5.32 kN/m, a = 5 ft, b = 4 ftFind 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 w0 = 12 lb/in, w1 = 170 lb/ft, a = 5 ft, b = 9 ft, c = 12 ft
- Given the Statically Determinate Simple Beam as shown below withinternal hinged at Point B and additional external support at Point D (0.9 m fromPoint A). 10N/mDetermine the following:a.) The External Reaction at Point A.b.) The Internal Reaction at Point B.c.) The External Reaction at Point C.d.) The External Reaction at Point D. express in 3 decimal pointsPlease help us in this sample problem sets we can't solve it please this is really not a graded question For the beam loaded as shown in the figure 3, determine the vertical reaction at B in kN using any Geometric Method. Consider 250 mm x 400 mm (b x h) mm section and E = 100,000 MPa. in 3 decimal places a=6.1 m, b=4.1 kN/m, c=14.1 kN/m, d=24kNHi there sir/madam I need help on this question A beam with a solid homogeneous rectangular section is simply supported at A and B. A concentrated load F = 150 kilonewtons (kN) acts at point C where distance L1 (A to C) = 2.50 metres (m) and distance L2 (C to B) = 1.65 metres (m). The dimensions of the rectangular section of the beam are breadth, b = 35 mm and depth d = 125 mm. Calculate the maximum bending stress and give your answer in N/mm2 to two decimal places
- S2) The distributed load, which is given as function of q (x) = q0 (2x/3L)2, acts on the ABCbeam given in the figure. The left side of the ABC beam is fixed at A. The weight of the ABCbeam is neglected. Accordingly, find all the reaction forces of beam.Note: In the calculations, the equations available in the tables of the elastic curve cannot beused. In case of using these equations of the elastic curve, the answer will be invalid.a) A simply supported beam has a symmetrical rectangular cross-section. If the second moment of area (I) of a beam with a rectangular cross-section is11.50 x 106 mm4 about its centroidal x-axis and the depth dimension (d) of the rectangular section is 180 mm, determine the breadth dimension (b) for this beam section. Give your answer in millimetres (mm) and to 2 decimal places. Assume the beam section material is homogeneous. b) The same rectangular cross-section beam in Q2b is subjected to a maximum bending moment of 25,000 Nm and experiences sagging. Assuming that the centroidal axis passes through the beam section at (d/2), calculate the maximum bending stress (σmax) the beam will experience. Give your answer in N/mm2 and to 2 decimal places.a) A simply supported beam has a symmetrical rectangular cross-section. If the second moment of area (I) of a beam with a rectangular cross-section is11.50 x 106 mm4 about its centroidal x-axis and the depth dimension (d) of the rectangular section is 180 mm, determine the breadth dimension (b) for this beam section. Give your answer in millimetres (mm) and to 2 decimal places. Assume the beam section material is homogeneous. b) The same rectangular cross-section beam in Q2b is subjected to a maximum bending moment of 25,000 Nm and experiences sagging. Assuming that the centroidal axis passes through the beam section at (d/2), calculate the maximum bending stress (?max) the beam will experience. Give your answer in N/mm2 and to 2 decimal places.