3 k/ft A 20 ft Given: E= 290 x 106 psi, I = 1500 mm¹ Use Double Integration Method to determine the following: Constant of Integration, C₁ = Constant of Integration, C₂ = Slope of elastic curve at free end C in degrees = Deflection at the free end C, y = (2 decimals) B 20 k 8 ft (2 decimals, absolute value) inches (2 decimals, absolute value) C

3 k/ft A 20 ft Given: E= 290 x 106 psi, I = 1500 mm¹ Use Double Integration Method to determine the following: Constant of Integration, C₁ = Constant of Integration, C₂ = Slope of elastic curve at free end C in degrees = Deflection at the free end C, y = (2 decimals) B 20 k 8 ft (2 decimals, absolute value) inches (2 decimals, absolute value) C

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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