PROFIS ENGINEERING
Two Fixed Edges- Oblique Load- Case 1, 2 and 3
Anchor
Design Loads HIT HY 200 V3 ACI 318-19 Chapter 17 Tension: N ua = 20,000 lb
Shear: V ua = 14,009 lb
ESR-4868( 06 / 2023 – 11 / 2024)
3 / 4” Gr. 55 threaded rod: carbon steel: f ult = 75,000 psi f y = 55,000 psi h ef = 10.0 in seismic
V ua, x =-8000 lb V ua, y =-11,500 lb α = 55 0
Sustained Tension: N ua = 16,000 lb
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