The beam ABC is subjected to a point load at the middle of segment AB and a uniformly distributed load at the segment BC, as shown in Figure 3. a) Find the equation of the elastic curve for the segment AB b) Find the maximum deflection between the supports A and B c) Find the deflection at the middle of the segment AB d) Find the deflection at point C. EI is constant. Set wo = 3 N/m. Use the method of superposition. A ·L· 10 N 2wo N/m B C Fig. 3. Overhang beam

The beam ABC is subjected to a point load at the middle of segment AB and a uniformly distributed load at the segment BC, as shown in Figure 3. a) Find the equation of the elastic curve for the segment AB b) Find the maximum deflection between the supports A and B c) Find the deflection at the middle of the segment AB d) Find the deflection at point C. EI is constant. Set wo = 3 N/m. Use the method of superposition. A ·L· 10 N 2wo N/m B C Fig. 3. Overhang beam

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.4.2P: -2 A simple beam AB is subjected to a distributed load of intensity q(x) = q0sin x/L, where q0is...

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please help us out we don't really know what to do in this sample problem this is really not graded question really appreciated if you kindly solve it for us thank you For the beam loaded as shown in the figure 3, determine the deflection at D in mm using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places. a=6.1 m, b=4.1 kN/m, c=14.1 kN/m, d=24kN
Read the question carefully and give me right solution according to the question.. Please answer all. Don't miss anything. Figure 5 shows a rigid horizontal beam ABCE which is supported by a pair of rectangular bars CD at C. The cross-sectional size of each of the rectangular bar is 37.5 × 12.5 mm. Modulus of elasticity of the bar is E=80 GPa. Vertical loads of 17.5 kN and 35 kN act at points B and E, respectively.Compute:i) Vertical displacement of point Bii) Vertical displacement of point EIf it is given that the allowable displacement of point C is 1 mm, determine the minimum thickness of rectangular bar CD required. The width of the rectangular bar should be kept unchanged at 37.5 mm.