CLO 2: A cantilever beam of span 12 m carries a triangular loadthat varies linearly from zero at the free end to 360 N/m at thefixed end. In addition, a 1000-N upward vertical load acts at thefree end of the beam. What magnitude of a uniformly distributedload must be added throughout the span of the beam so that thereis no flexural stress at the fixed end of the beam, in kN/m?0.03330.046746.6733.27

CLO 2: A cantilever beam of span 12 m carries a triangular load that varies linearly from zero at the free end to 360 N/m at the ixed end. In addition, a 1000-N upward vertical load acts at the ree end of the beam. What magnitude of a uniformly distributed oad must be added throughout the span of the beam so that there s no flexural stress at the fixed end of the beam, in kN/m? O 0.0333 O 0.0467 O 46.67 O 33.27

CLO 2: A cantilever beam of span 12 m carries a triangular load that varies linearly from zero at the free end to 360 N/m at the ixed end. In addition, a 1000-N upward vertical load acts at the ree end of the beam. What magnitude of a uniformly distributed oad must be added throughout the span of the beam so that there s no flexural stress at the fixed end of the beam, in kN/m? O 0.0333 O 0.0467 O 46.67 O 33.27

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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