6 kN/m 2 kN/m 4 kN/m A ]B 4 m 6 m Fig (2) Calculate the reactions at A and B for the beam subjected to the two linearly varying distribution loads, shown in Fig (2).

Q: A beam with a distributed load w 1 kN/m and a point application of a moment M 1 kN-m (at point B) is…

A: Given:

Q: alculate the reactions at point A  for the beams shown. (Clockwise rotation of a moment - Negative,…

A: Total weight of the udl = 1(14+10)=24K it acts 12' from the A supports Using the conditions of…

Q: (2) Determine the following for the cantilever beam shown in figure (b): The reactions at support M…

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Q: Determine the maximum displacement and maximum slope of the beam. U

A:

Q: c) moment equation M(x2) in the segment BC, where x2 changes from 0 at point C to b at support B.…

A:

Q: The simply supported beam with a rectangular cross-sectional area is designed to support the loading…

A:

Q: 150 Ib/in 3. For the cantilever beam loaded as 1,200 lb 50 Ib/in shown, a) draw the Free Body…

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Q: 2. For the 20 meter beam shown, there is a roller at "A" (Ay = 52 kN; it is acting upward), and a…

A: For the 20 meter beam shown, there is a roller at "A" (Ay= 52 KN; it is acting upward), and a pin…

Q: b) A uniform beam AB is hinged at A and suspended by a string at B as shown in Figure Q1 (b). The…

A: A uniform beam of 80 kg which is supported by a string at  B making an angle 60o with the vertical…

Q: c) moment equation M(x₂) in the segment BC, where x₂ changes from 0 at point Cto bat support B.…

A:

Q: distributed loading. Knowing the beam is fixed supported at one end and roller supported at the…

A: Calculated the support reaction force of the beam in KN.

Q: A beam with a solid homogeneous rectangular section is simply supported at A and B. A concentrated…

A: Given  b=35mm d=125 mm

Q: For the simply supported beam shown below with dimensions x, = 27 in, d = 12 in, and L = 55 in and…

A:

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.