Applied Load
Deflection Info
Max Deflection: 0.00 mm
Concrete Contribution: 100%
Rebar Contribution: 0%
RC Behavior Stage
Stage 1 — Elastic
Slab deforms elastically. No cracking. Concrete and rebar act compositely.
Structural Info
One Way Slab
Ly/Lx ratio: 2.00 > 2
Main bars: parallel to short span (X)
Distribution bars: perpendicular (Y)
Load transfers in one direction