Determine the moment of the vertical reaction at point A (A,) rotating about the location (XR)of the equivalent resultant force of the forces acting on the beam shown in Figure 3.1f, i.e. A,X XR. Given /= 1.8, P1 = 30, P2 = 20 and w = 10. (Note: Negative "." for clockwise moment.)[Hint: Find the equivalent resultant force and its location (xR) with respect to point A. Applycorrect equation of equilibrium to solve Ay. ]P, kNW kN/mP, kN21 m21 mFigure 3.1f

Answered: Image /qna-images/answer/cef5b1ae-aaa7-4edd-aee0-2e81bc781a95.jpg

Determine the moment of the vertical reaction at point A (A,) rotating about the location (XR) of the equivalent resultant force of the forces acting on the beam shown in Figure 3.1f, i.e. A, X XR. Given I= 1.8, P1 = 30, P2= 20 and w = 10. (Note: Negative "." for clockwise moment.) [Hint: Find the equivalent resultant force and its location (xR) with respect to point A. Apply correct equation of equilibrium to solve Ay. ] P, kN W kN/m P, kN 21 m 21 m Figure 3.1f

Determine the moment of the vertical reaction at point A (A,) rotating about the location (XR) of the equivalent resultant force of the forces acting on the beam shown in Figure 3.1f, i.e. A, X XR. Given I= 1.8, P1 = 30, P2= 20 and w = 10. (Note: Negative "." for clockwise moment.) [Hint: Find the equivalent resultant force and its location (xR) with respect to point A. Apply correct equation of equilibrium to solve Ay. ] P, kN W kN/m P, kN 21 m 21 m Figure 3.1f

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Considering the beam below using Three Moment Equation, Determine the vertical reaction at points A. B. and C. and the deflection at the midspan of AB.
Calculate the vertical component of the internal force at B. Let W = 4 kips/ft. Indicate the Minus sign (-) if answer is negative.
Calculate the vertical support reaction in support A. When sketching FBD, set the positive directions of both reactions in the positive direction of y axis. Enter your answer in kN to three decimal places.
For the beam presented below:a) What is the degree of indeterminacy; b) Determine the moment reactions at the supports and draw the shear and momentdiagrams. (Solve by expressing the internal moment in terms of vertical reactionsat A and B, EI is constant). c) What would the shear diagram look like if a transverse load P was applied right atthe middle of the beam (Make a sketch of the new shear diagram). W (30kN/m) , L (1.9m)
Calculate the value of the maximum bending moment in the beam. Enter your answer in kNm to three decimal places. Note: when deriving internal moment equations, use the following orientation of x coordinate: Segment AB: x changes from 0 at support A to a at support B. After making the cut, keep the part of the beam left from the cut. Segment BC: x changes from a at support B to L at point C, where L = a + b. After making the cut, keep the part of the beam right from the cut, i.e. distance from point C to the cut is equal L-x.
a) Under the applied loads support B settles 0.5 in. Determine all reactions. b) Compute the deﬂection of point C. Given: E = 30,000 kips/in.^2 and I = 240 in.^4
Determine the location of the maximum deflection on the beam, the value of this maximum deflection, and the slope and deflection 4m to the right of R1. EI is constant, and R1 and R2 represent reactions of a simply supported beam.
For the figure shown, find the horizontal reaction and vertical reaction at A and also the vertical reaction at B. Determine the Internal forces at point C. Construct the shear and moment equations/functions at segment DE (1.5 < x < 3.0).Note point D is at 1.5m from A and point E is 3.0m from A.
Using Three-Moment equation, determine the reaction of the supports at point B and C. Possible Answers: By=22657/544 lb (upward) Cy= 9973/272 lb (upward)
Draw the shear-force and bending-moment diagram for the beam shown. Assume the upward reaction provided by the ground to be uniformly distributed. Let a = 3.6 ft, b = 4.3 ft, P = 26 kips, and w = 2.6 kips/ft. Label all significant points on each diagram. Determine the maximum value of (a) the internal shear force and (b) the internal bending moment.Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.
Draw the shear-force and bending-moment diagram for the beam shown. Assume the upward reaction provided by the ground to be uniformly distributed. Let a = 5.0 ft, b = 4.5 ft, P = 21 kips, and w = 3.0 kips/ft. Label all significant points on each diagram. Determine the maximum value of (a) the internal shear force and (b) the internal bending moment. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.
100. The beam shown carries a triangular load, the intensity of which varies from zero at B to 200 N/m at D. Draw the shear and moment diagrams by area method. Also, draw the elastic curve. Neglect the weight of the beam.