pl LRFD ASD - Structural Engineering Software
F1554-36 (4) Rods , fya = 36.0 ksi, futa = 58.0 ksi 1" diam. x 16.0 in emb. Concrete Is Cracked at Service Load Level Tension Analysis (kip) Total Tension Force N ..... Tension Force per Rod Ni .... Anchor Reinf: Use 2 Bars #5 per Rod 15.4 7.7 kip kip Failure Mode Ω Nn N / Nn/Ω Steel Strength Nsa Rebars Strength Nrg Conc. Breakout Ncbg
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