Assertion: deflection | /r/HasProperty | ok
Facets:
Source sentences:
text: Hence, deflection is OK.
text: I believe jmiec is saying he takes the unbraced length of the beam equal to the entire clear span and therefore LTB controls his beam sizes and typically requires a large enough size for strength that the deflection is ok (as opposed to assuming a fully braced top flange and choosing the beam size based on the full plastic moment for strength).