PROFIS ENGINEERING
Plate
Concrete f’ c = 5000 psi
h concrete = 12 in
32” x 2’- 0” x 3 / 4” length( N) = 32.0 in width( B) = 24.0 in thickness( t pl) = 0.75 in default rigid assumption no stand-off type: normal weight lightweight – λ = N / A concrete condition: cracked hole condition: dry Temperature: 72 0 F Temp Range A( max. long term = 110 0 F, max. short term = 130 0 F) Supplementary Reinforcement tension: not present
shear: present edge reinf.: # 5 edge bars
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