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Sep 25 2014 11:42pm
"and the span length is L = 16ft between centers of bearing."
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Sep 26 2014 01:29am
Easy question, using one way slab technique. Look it up or pm me and I can help you further( applying the DL + Ll to an entire chunk of the supporting joist, 65 psi over 16 ft* 16 in change units and presto .. Problem nearly solved)

This post was edited by manadrain on Sep 26 2014 01:35am
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Sep 26 2014 03:41pm
Quote (manadrain @ Sep 26 2014 03:29am)
Easy question, using one way slab technique. Look it up or pm me and I can help you further( applying the DL + Ll to an entire chunk of the supporting joist, 65 psi over 16 ft* 16 in change units and presto .. Problem nearly solved)


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