For questions 1A and 1B, consider the figure below and the given modulus ofelasticity E, and moment of inertia I. See figure 01. 1A. The deflection at the freeis nearest tow = 15 KN/mE200000 MPaI = 220x106mm46mFigure 01 for Questions 1A and 1B0.013 m0.014 m0.015 m0.016 m1B. What is the magnitude of the rotation at the free end? *0.176 degrees0.213 degrees0.312 degreesO 0.617 degrees

To find slope and deflection at free end

or questions 1A and 1B, consider the figure below and the given modulus lasticity E, and moment of inertia I. See figure 01. 1A. The deflection at the s nearest to w = 15 KN/m E = 200000 MPa I = 220x106mm* 6m Figure 01 for Questions 1A and 1B 0.013 m D0.014 m )0.015 m 0.016 m B. What is the magnitude of the rotation at the free end? * 0.176 degrees D 0.213 degrees D 0.312 degrees D0.617 degrees

or questions 1A and 1B, consider the figure below and the given modulus lasticity E, and moment of inertia I. See figure 01. 1A. The deflection at the s nearest to w = 15 KN/m E = 200000 MPa I = 220x106mm* 6m Figure 01 for Questions 1A and 1B 0.013 m D0.014 m )0.015 m 0.016 m B. What is the magnitude of the rotation at the free end? * 0.176 degrees D 0.213 degrees D 0.312 degrees D0.617 degrees

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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