A short rectangular column 300 mm on one side and 400 mm on the other side is reinforced with 8-16-mm-diameter longitudinal bars equally distributed to all sides. Use f’c = 21 MPa and fy = 420 MPa. Calculate the required spacing (mm) of laterial ties 10-mm-diameter. A. 300 B. 250 C. 450 D. none of the above

Structural Analysis
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Chapter2: Loads On Structures
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A short rectangular column 300 mm on one side and 400 mm on the other side is reinforced with 8-16-mm-diameter longitudinal bars equally distributed to all sides.  Use f’c = 21 MPa and fy = 420 MPa.

Calculate the required spacing (mm) of laterial ties 10-mm-diameter.

  A.

300

  B.

250

  C.

450

  D.

none of the above

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