A simply supported beam of I-section as shown below shows central deflection of 12 mm when subjected to a uniformly distributed load of 50 kN/m length. Determine the safe load if the beam is used as a column with both ends fixed. Use Euler's formula with a factor of safety 5. E = 205 GPa. 880 mm - 14 Ty 240 mm 40 mm 20 mm 40 mm

A simply supported beam of I-section as shown below shows central deflection of 12 mm when subjected to a uniformly distributed load of 50 kN/m length. Determine the safe load if the beam is used as a column with both ends fixed. Use Euler's formula with a factor of safety 5. E = 205 GPa. 880 mm - 14 Ty 240 mm 40 mm 20 mm 40 mm

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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