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B 80 cm 3 kN/m -3m-4m 2m D Determine the following: 120 cm 200 cm a. Vertical reaction at point A. b. Moment reaction at point A Vertical reaction at point B C. 120 cm 12 kN

B 80 cm 3 kN/m -3m-4m 2m D Determine the following: 120 cm 200 cm a. Vertical reaction at point A. b. Moment reaction at point A Vertical reaction at point B C. 120 cm 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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Situation 1: Determine the reactions at points A and B of the beam provided. 4m P-50KN 4m 2 k/ft -8 ft 40kN/m Situation 2: Determine the reactions at the supports A, B, D, and F. 8 k F₁ =750 NC B 4 ft F₂=800 N m 6m D Situation 3: Determine the force in each member of the truss if W = 100 kg. State if the member is in tension or compression. W P₁-80KN D- 4 ft 4 ft 4 ft- 2 ft -4 m- Cable 3m -3 m B 010 8m 2 m 2m Situation 4: 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 -3m-4m B 80 cm g. 3 kN/m 1. C m Determine the following: 120 cm 200 cm a. Vertical reaction at point A. b. Moment reaction at point A Vertical reaction at point B d. Vertical reaction at point C e. Vertical reaction at point D C. f. 6m Vertical reaction at point E Area of the cross-section 140 cm 120 cm 140 cm E 12 kN 3m 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. 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. 0. 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. Determine the maximum bending moment acting at the beam. S. t. Determine the maximum bending stress. u. Determine the location/s of zero moment.
Transcribed Image Text:Situation 1: Determine the reactions at points A and B of the beam provided. 4m P-50KN 4m 2 k/ft -8 ft 40kN/m Situation 2: Determine the reactions at the supports A, B, D, and F. 8 k F₁ =750 NC B 4 ft F₂=800 N m 6m D Situation 3: Determine the force in each member of the truss if W = 100 kg. State if the member is in tension or compression. W P₁-80KN D- 4 ft 4 ft 4 ft- 2 ft -4 m- Cable 3m -3 m B 010 8m 2 m 2m Situation 4: 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 -3m-4m B 80 cm g. 3 kN/m 1. C m Determine the following: 120 cm 200 cm a. Vertical reaction at point A. b. Moment reaction at point A Vertical reaction at point B d. Vertical reaction at point C e. Vertical reaction at point D C. f. 6m Vertical reaction at point E Area of the cross-section 140 cm 120 cm 140 cm E 12 kN 3m 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. 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. 0. 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. Determine the maximum bending moment acting at the beam. S. t. Determine the maximum bending stress. u. Determine the location/s of zero moment.
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