(1) Using the double integration method, derive the equation of the elastic curve of the cantilever shown in Fig. 1.112. Determine the slope and deflection at the free end if EI = 4000 m²t. 1t/m IX: 3m 4mt DV 6m 1 112 3t/m

(1) Using the double integration method, derive the equation of the elastic curve of the cantilever shown in Fig. 1.112. Determine the slope and deflection at the free end if EI = 4000 m²t. 1t/m IX: 3m 4mt DV 6m 1 112 3t/m

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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Concept explainers

Laws of Equilibrium

A body is said to be in equilibrium if the system of forces acting on the body tends to keep the body at rest, in other words, there is no translation motion or net torque on the body. Under such conditions, the equilibrium conditions are to be applied to analyze the condition. The branch of mechanics that deals with this condition is known as 'statics'. Under equilibrium, there are no net forces on the body.

Question

(1) Using the double integration method, derive the equation of the
elastic curve of the cantilever shown in Fig. 1.112. Determine the slope
and deflection at the free end if EI = 4000 m²t.
氰
1t/m
3m
Fig 1 112
4mt
6 m
Fig
1 113
3t/m

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