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Determine the moment reaction at the fixed support A for the beam which is subjected to...
For the beam and loading shown, determine the vertical reaction
at the support located at A. The distributed load w = 10kN/m, and
the beam W 310 x 52 has a moment of inertia Ix = 119 x
106 mm4 and modulus of elasticity E = 200
GPa
ЕВ с 2 m- 4 m
The
Beam shown will be subjected to a concentrated live load of 100kN,
a uniformly distributed live load of 50kN/m and a uniformly
distributed dead load of 20kN/m.
45.) determine the maximum reaction at B
46.) determine the maximum positive shear at C
47.) determine the maximum negative moment at B
The beam shown will be subjected to a concentrated live load of 100 KN, a uniformly distributed live load of 50 kN/m and a uniformly distributed dead load of...
The beam is shown in the figure below. Use the slope-deflection method. The support Ais pinned, support B is a roller, and support C is fixed. Assume El = 21537 kNm2. The support at B settles by 73 mm (downwards). The segment AB is subjected to a uniformly distributed load w= 11 kN/m. The segment BC is subjected to a point load P = 91 KN. Enter the digit one in the answer box. The link will be provided on...
The cantilever beam shown is subjected to a moment at A
and a distributed load that acts over segment BC, and is
fixed at C. Determine the reactions at the support located
at C. Then write expressions for shear and bending moment
as a function of their positions along the beam. Finally, use these
expressions to construct shear and bending moment diagrams
Draw a free-body diagram of the beam on paper. Use your
free-body diagram to determine the reactions at...
QUESTION 33 The simply supported beam shown in the figure (18) below is subjected to a 3 kN/m uniformally distributed load. The beam has modulus of elasticity of E-200 GPa) and area moment of inertia equals to (/ 12.5 x 10 mm).Answer [Question 33-Question 361 3 kN/m 4 m Figure (18) The support reaction at point A in the y-direction (RAJ: (CLO6) (1 Point) 6.3 kN 48 kN 2 kN 6 kN
I need help with this problem.
A cantilever beam is subjected to a linearly distributed load, with W, = 10 kN/m and to an inclined point load F equal to 20 kN, as shown in the figure. The length of the beam is L=10 m. Make a cut at distance x from the free end of the cantilever, as shown in the figure, and use the method of sections to derive expressions for the internal resultant loadings at the cross-section...
Q5. The cantilever beam, AC, is subjected to the load case shown in Figure 5. For the loading shown, do the following: [10 Marks] a) Calculate the magnitude and direction of the reactions at A b) Using the Macaulay function, determine the displacement in y of the point B of the beam (x 2.4 m from the support at A) [10 Marks] c) Determine the slope at B. [5 Marks] The beam has a Young's modulus of E-200 GPa and...
The simply supported beam AB in Figure 1 is subjected to a load variation given by w(x) = -kr". ܨܝ܂ Figure 1 (a) Determine the equation of the elastic curve in terms of El, x and L. (El is constant) (15 Points) (b) The beam has a length L of 1 m. Determine, in terms of k: (1) The reaction at the roller support. (3 Points) (ii) The bending moment at the section 0.2 m from end A, (that is,...
1.A cantilever AD is subjected to a pure moment wa at B and uniformly distributed load of intensity w along AB and BC and as shown in Figure 1. The beam has constant EI. Ignore the weight of the beanm (a)Determine the reaction forces at the fixed end D. (6 marks) (b) Express the elastic curve of the beam in terms of EI, w, a and x. (14 marks) (c)Determine the allowable intensity w if the deflection at A is...
For the beam below, let the uniform distributed load (w) be 15 kN/m and the beam spans length (L) be 5 m, and El=1000.0 kN/m . Taking redundant Rgt, use the force method to solve: w В + L L (1) 48 (m) for the primary beam; (2) 888 (m) for the primary beam with redundant Rg= 1 kN; (3) The vertical reaction Rg (kN); (4) The vertical reaction RA (kN); (5) The vertical reaction Rc (kN); < (6) The...