A simply supported beam spans 8m and supports a superimposed 20 kN/m. Considering bending about y-axis I, = 445x10 mm* by = 193 mm Determine the allowable bending stress. Determine the allowable shearing stress. Determine the horizontal shearing stress. 1. tw = 11mm ly = 23 x10°mm* 2. 3. 19 mm A = 12320 mm2 d = 465 mm

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