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

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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a.544mm b.246mm c.634mm d.798mm
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 - willI be:
544 mm
246 mm
634 mm
798 mm
Transcribed Image Text: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 - willI be: 544 mm 246 mm 634 mm 798 mm
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