PROFIS ENGINEERING
One Fixed Edge-Torsion Moment- Case 1, 2 and 3
Anchor |
Design |
Loads |
HIT HY 200 V3 |
ACI 318-19 Chapter 17 |
Tension: N ua = 2000 lb |
ESR-4868( 06 / 2023 – 11 / 2024) |
non-seismic |
Shear: V ua, y =-10,000 lb |
3 / 4” Gr. 36 threaded rod: |
|
|
carbon steel: f ult = 58,000 psi f y = 36,000 psi
Sustained Tension: N ua = N / A h ef = 14.0 in
Plate
Concrete f’ c = 3500 psi
h concrete = 16 in
28” x 2’- 0” x 3 / 4” length( N) = 28.0 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: 68 0 F Temp Range A( max. long term = 110 0 F, max. short term = 130 0 F) Supplementary Reinforcement tension: not present shear: not present edge reinf.: N / A
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