Question: X1 = 4.00 m X2 = 3.50 m X3 = 2.50 m FB = 22.00 kN FC = 46.00 kN Shape = W310x143 q =

X1 = 4.00 m X2 = 3.50 m X3 = 2.50 m FB = 22.00 kN FC = 46.00 kN Shape = W310x143 q = 1.40283 kN/m tw = 14 mm d = 323 mm Using the Web Shear Formula for Thin-Webbed Shapes, estimate the Maximum shearing stress, max in MPa. Round to the nearest two decimal places

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