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Explain Frame Members Effective Lengths
a. Effective length is a product of an effective length factor (k) and the actual length of the column.
b. k depends on the relative stiffness of the columns/beams at the ends of the column and if the frame is braced/unbraced.
c. The Jackson and Moreland alignment chart is used to determine the effective length factor (k).
Maximum shear stress: The state of stress at a critical point of a strained solid is given by σ x = 70 kN/mm 2 , σ y = - 50 kN/mm 2 and τ xy = 45 kN/mm 2 . If the strength
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