1) what is the difference between development length &
overlap length ? 2) why extras are provided at top and
bootom in a beam of slab? 3) why stirrups are provided at
0.3l at supports and 0.4l at center? 4) is column a
compression memeber if yes how & beam is which type of
memeber?
Answer Posted / dharmadas adhikary
Adding with answer 3 of Mr. Saurav Raval - Hogging moment
occours at support thats why we provide extra top at
support & Sagging moment ocours at mid span thats why we
provide extra bottom at mid span.
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