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Use AS 4100 Table B1 to determine the deflection limit for an 8 m simply supported steel beam (not supporting any masonry) A. Must be
Use AS 4100 Table B1 to determine the deflection limit for an 8 m simply supported steel beam (not supporting any masonry) A. Must be less than 8 mm B. Must be less than 4 mm C. Must be less than 16 mm D. Must be less than 32 mm
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