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A B 3kN/m 1111 2 m 6 m E 200 cm 120cm 120 cm 40 cm 40 cm Determine the following: a. Vertical reaction at point A. b. Moment reaction at point A c. Vertical reaction at point B d. Vertical reaction at point C e. Vertical reaction at point D f. Vertical reaction at point E g. Area of the cross-section h. Location of the center of gravity from the bottom most part of the section. i. Location of the center of gravity from the left most part of the section. j. Centroidal Moment of Inertia with respect to the horizontal axis. k. Centroidal Moment of Inertia with respect to the vertical axis. 1. Moment of Inertia with respect to horizontal axis. m. Moment of Inertia with respect to vertical axis. n. Draw the Shear Diagram of the loadings provided. o. Draw the Moment Diagram of the loadings provided. p. Determine the maximum shear acting on the beam. q. Determine the maximum shear stress. r. Determine the location/s of zero shear. s. Determine the maximum bending moment acting at the beam. t. Determine the maximum bending stress. u. Determine the location/s of zero moment. 12 kN

A B 3kN/m 1111 2 m 6 m E 200 cm 120cm 120 cm 40 cm 40 cm Determine the following: a. Vertical reaction at point A. b. Moment reaction at point A c. Vertical reaction at point B d. Vertical reaction at point C e. Vertical reaction at point D f. Vertical reaction at point E g. Area of the cross-section h. Location of the center of gravity from the bottom most part of the section. i. Location of the center of gravity from the left most part of the section. j. Centroidal Moment of Inertia with respect to the horizontal axis. k. Centroidal Moment of Inertia with respect to the vertical axis. 1. Moment of Inertia with respect to horizontal axis. m. Moment of Inertia with respect to vertical axis. n. Draw the Shear Diagram of the loadings provided. o. Draw the Moment Diagram of the loadings provided. p. Determine the maximum shear acting on the beam. q. Determine the maximum shear stress. r. Determine the location/s of zero shear. s. Determine the maximum bending moment acting at the beam. t. Determine the maximum bending stress. u. Determine the location/s of zero moment. 12 kN

Structural Analysis
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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Question

Considering the beam provided below, fixed support 
at point A, an internal hinge at points B and C, 
rollers at point C and E. Cross-section of the beam is 
provided below.

A B 3kN/m 1111 2 m 6 m E 200 cm 120cm 120 cm 40 cm 40 cm Determine the following: a. Vertical reaction at point A. b. Moment reaction at point A c. Vertical reaction at point B d. Vertical reaction at point C e. Vertical reaction at point D f. Vertical reaction at point E g. Area of the cross-section h. Location of the center of gravity from the bottom most part of the section. i. Location of the center of gravity from the left most part of the section. j. Centroidal Moment of Inertia with respect to the horizontal axis. k. Centroidal Moment of Inertia with respect to the vertical axis. 1. Moment of Inertia with respect to horizontal axis. m. Moment of Inertia with respect to vertical axis. n. Draw the Shear Diagram of the loadings provided. o. Draw the Moment Diagram of the loadings provided. p. Determine the maximum shear acting on the beam. q. Determine the maximum shear stress. r. Determine the location/s of zero shear. s. Determine the maximum bending moment acting at the beam. t. Determine the maximum bending stress. u. Determine the location/s of zero moment. 12 kN
Transcribed Image Text:A B 3kN/m 1111 2 m 6 m E 200 cm 120cm 120 cm 40 cm 40 cm Determine the following: a. Vertical reaction at point A. b. Moment reaction at point A c. Vertical reaction at point B d. Vertical reaction at point C e. Vertical reaction at point D f. Vertical reaction at point E g. Area of the cross-section h. Location of the center of gravity from the bottom most part of the section. i. Location of the center of gravity from the left most part of the section. j. Centroidal Moment of Inertia with respect to the horizontal axis. k. Centroidal Moment of Inertia with respect to the vertical axis. 1. Moment of Inertia with respect to horizontal axis. m. Moment of Inertia with respect to vertical axis. n. Draw the Shear Diagram of the loadings provided. o. Draw the Moment Diagram of the loadings provided. p. Determine the maximum shear acting on the beam. q. Determine the maximum shear stress. r. Determine the location/s of zero shear. s. Determine the maximum bending moment acting at the beam. t. Determine the maximum bending stress. u. Determine the location/s of zero moment. 12 kN
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