1. Draw the deflection diagram for the following figure 2. Use the double integration method to derive the Elastic curve equation (moment equation). Then use the moment equation to determine the deflection values. Use the conjugate beam method to determine deflections Tīguiv J. R= 24 kips w = 2 kips/ft 'P 13.5 kips C B- 40 kip . ft ↑ RA = 21.5 kips Rc = 16 kips 12 te 4- 4 (a)

1. Draw the deflection diagram for the following figure 2. Use the double integration method to derive the Elastic curve equation (moment equation). Then use the moment equation to determine the deflection values. Use the conjugate beam method to determine deflections Tīguiv J. R= 24 kips w = 2 kips/ft 'P 13.5 kips C B- 40 kip . ft ↑ RA = 21.5 kips Rc = 16 kips 12 te 4- 4 (a)

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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