A steel column with a cross section of 12 cm x 16 cm is 4 m in height and is fixed at its base. The column is braced against buckling in its weak direction only by a pin connection at the top but is unbraced in its strong direction. The column's modulus of elasticity is 2.1 x 10^5 MPa. What is the maximum vertical load the column can support without bucking?
A steel column with a cross section of 12 cm x 16 cm is 4 m in height and is fixed at its base. The column is braced against buckling in its weak direction only by a pin connection at the top but is unbraced in its strong direction. The column's modulus of elasticity is 2.1 x 10^5 MPa. What is the maximum vertical load the column can support without bucking?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A steel column with a cross section of 12 cm x 16 cm is 4 m in height and is fixed at its base. The column is braced against buckling in its weak direction only by a pin connection at the top but is unbraced in its strong direction. The column's modulus of elasticity is 2.1 x 10^5 MPa. What is the maximum vertical load the column can support without bucking?
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