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Two Way Slab With Drop Panels ANALYSIS
- Thread starter trvvs18
- Start date
driftLimiter
Structural
The tried and true strip method is probably your best bet.
Equivalent Frame Method solved using the moment distribution method with non-prismatic members. Older CSI Handbooks have tables for the fixed end moment and distribution factors for standard configurations including the small rigid regions in the slab-column joint.
- Thread starter
- #4
Hello, another question for y'all.
If my prelim shear check does not go well, as in Vf >> Vr, is it fine to reassess my effective depth until Vr>Vf? Or is there another way around it?
I think my effective depth will have to be a ridiculous number. Reminder that this is a drop slab. Thank you!
If my prelim shear check does not go well, as in Vf >> Vr, is it fine to reassess my effective depth until Vr>Vf? Or is there another way around it?
I think my effective depth will have to be a ridiculous number. Reminder that this is a drop slab. Thank you!
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