With a base of 200 mm and a depth of 300 mm, the column's moment of inertia is Iz = 450 × 106 mm4.
By inspection, the bending stress at K is tension while the bending stress at H is compression.
With a base of 200 mm and a depth of 300 mm, the column's moment of inertia is Iz = 450 × 106 mm4.
By inspection, the bending stress at K is tension while the bending stress at H is compression.