I have a question. For the portion that is in tension, how should we design it in flexure? Are we not going to make any adjustments? are Case II, III , and IV still acceptable?
Areas not in contact with soil may need top reinforcement if the plain concrete capacity is not enough to resist the top tension due to gravity loads. ASDIP FOUNDATION checks this.
I have a question. For the portion that is in tension, how should we design it in flexure? Are we not going to make any adjustments? are Case II, III , and IV still acceptable?
Areas not in contact with soil may need top reinforcement if the plain concrete capacity is not enough to resist the top tension due to gravity loads. ASDIP FOUNDATION checks this.