Given the internal bending moment diagram shown, what can be said about the associated beam loading? Choose the MOST CORRECT/COMPLETE answer. 100 M (kip) MAN There are 2 concentrated applied moments: Both applied moments are clockwise; There is one concentrated force on the beam. There are 2 concentrated applied moments: The slope of the shear diagram is consistently zero; There is one concentrated force on the beam. The end reactions are pinned; The shear force varies along the beam from positive to negative: There are 3 con- centrated forces on the beam and no concentrated moments. There are 2 concentrated applied moments; The end reactions are both 0 lb: The slope of the shear force dia- gram is consistently zero.

Given the internal bending moment diagram shown, what can be said about the associated beam loading? Choose the MOST CORRECT/COMPLETE answer. 100 M (kip) MAN There are 2 concentrated applied moments: Both applied moments are clockwise; There is one concentrated force on the beam. There are 2 concentrated applied moments: The slope of the shear diagram is consistently zero; There is one concentrated force on the beam. The end reactions are pinned; The shear force varies along the beam from positive to negative: There are 3 con- centrated forces on the beam and no concentrated moments. There are 2 concentrated applied moments; The end reactions are both 0 lb: The slope of the shear force dia- gram is consistently zero.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Similar questions

Reactions have been calculated for the beam AB shown in the figure. The shear force at location X (4m to the right of A) is most nearly equal to 6kN 3kN/m A i B VA = 8.4kN Vg = 9.6kN 4m 2m 4m 2m 2m
Q.2) (a) Calculate the support reactions of the loaded beam shown below. (b) Write equations for w(x), V(x) and M(x) of the beam using singularity functions. (c) Sketch the shear-force and bending moment diagrams for the beam for the beam using the Graphical method. Label the values of shear-force and bending-moment at all key points. 120N/m 300 N 300 N-m 200 N 100N/m Im B 4m C Im DIm E 4m 1m G 400 N¬m
Problem 3: 4 kips/ft Determine the following: a. The reaction at support A, R = b. The reaction at support B, R= 15 ft- 20 kips 5 ft 3 kips/ft -15 ft- 20 ft- B 15 ft ?
THEORY OF STRUCTURES PLEASE PROVIDE COMPLETE SOLUTION THANKS
Show solution with detailed Free body diagram/drawings.
4.)Final answer must be in 2 decimal.
SITUATION. Consider the figure shown below, neglect the self-weight of members AB and BC. 2.0 m E B +0.9 m 0.9 m- 0.4 m W=5.4 kN Zoom image Determine the horizontal reaction at A. 0.8 m
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