If design bond stress 1.5 N/mm2 is assumed, then the development length of an Fe 500 HYSD bar of nominal diameter 12 mm - which is fully stressed in tension - will be: %3D
If design bond stress 1.5 N/mm2 is assumed, then the development length of an Fe 500 HYSD bar of nominal diameter 12 mm - which is fully stressed in tension - will be: %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a.544mm b.246mm c.634mm d.798mm
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