Q4 A Figure Q4 A Shows A Steel Column With The Length Of 3 5 M And Pin Ended Supported At Both Sides The Steel Colum 1 (19.83 KiB) Viewed 25 times
Q4 A Figure Q4 A Shows A Steel Column With The Length Of 3 5 M And Pin Ended Supported At Both Sides The Steel Colum 2 (10.9 KiB) Viewed 25 times
Q4 (a) Figure Q4(a) shows a steel column with the length of 3.5 m and pin-ended supported at both sides. The steel column has a rectangular cross section (100 mmx 200 mm). (i) Check whether the Eurler's formula is appropriate or not by using condition Geroy. The yield stress of steel is oy = 250 MPa and the Modulus Elasticity of the steel is 200 GPa. Use factor of safety of 3.5 for buckling. (10 marks)
L = 3.5 m
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