hi folks,
iam putting part of the new floor/ceiling 7x2 joists into a steel I beam over a new opening, iam just wondering whether its better to notch the timber and rest it on the i beam flange ( 45mm ) or bolt a timber to the web of the i beam and use joist hangers, it seems to me either would work ok, so just wondering if there was a reason for choosing one over the other.
many thanks carl.