I'm designing cast in place footings for a precast 3-sided culvert using LRFD and am looking for a design example. I want to include live load in the vertical stress calculation but I'm not sure if I should distribute it over 1 ft "strips" and apply the Strength I factor of 1.75 or if I should...
I posted this question in the Structural Engineering forum but thought I would try here too:
I'm designing cast in place footings for a precast 3-sided culvert using LRFD and am looking for a design example. I want to include live load in the vertical stress calculation but I'm not sure if I...
I've been asked to calculate the allowable load on the overhang portion of a waffle slab parking deck. How do I treat this case? The L/s for the overhang section is < 2 so it normally would be treated as a one-way slab but the joists make it so it deflects as a two-slab.
Thank you in advance...
