SITUATION V: A 6-m beam is simply supported at the left end A and at 3 m from the right end B. 11. Which of the following most nearly gives the ordinate of the influence line for the vertical reaction at A at a point 4 m from A? a) -0.33 b) -0.67 12. Which of the following most nearly gives the ordinate of the influence line for shear at point C (2 m from A) at a point 4 m from A? a) -0.67 b) 0.67 13. Which of the following most nearly gives the c) 0.33 d) 0.67 c) -0.33 d) 0.33 ordinate of the influence line for moment at C at a point 4 from A? a) 0.33 b) 0.67 c) -0.67 d) -0.33

SITUATION V: A 6-m beam is simply supported at the left end A and at 3 m from the right end B. 11. Which of the following most nearly gives the ordinate of the influence line for the vertical reaction at A at a point 4 m from A? a) -0.33 b) -0.67 12. Which of the following most nearly gives the ordinate of the influence line for shear at point C (2 m from A) at a point 4 m from A? a) -0.67 b) 0.67 13. Which of the following most nearly gives the c) 0.33 d) 0.67 c) -0.33 d) 0.33 ordinate of the influence line for moment at C at a point 4 from A? a) 0.33 b) 0.67 c) -0.67 d) -0.33

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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APPLICATION OF INFLUENCE LINE: 1 TL. 2m Live uniform load = 8.5 kN/m Live load = 56 kN Dead Load = 5kN/m 2m Im 3m a) Determine the maximum reaction at A. b) Determine the maximum shear at D. c) Determine the maximum shear at E. d) Determine the maximum positive moment at D. e). Determine the maximum negative moment at D. f) Determine the maximum reaction at B. g) Determine the maximum reaction at C. h) Determine the maximum negative moment at E.
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