For a simple beam of 9 m long with the same cross-section as No. 2, determine the spacing of the U-shaped, D-10 shear bars perpendicular to the member axis. D10 is used as the shearing rebar, and (required load acting on the member) and (fyt of the shearing rebar to be used) are as follows.
wu = 71.9 kN/m, : No.2 >> b = 330 mm, h = 600 mm
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