Laserfiche WebLink
Project: <br />Engineer: <br />Descrip: <br />TUNG VO <br />25049 <br />Page # ___ <br />7/20/2025 <br />ASDIP Steel 6.3.2.5 BASE PLATE / ANCHORAGE DESIGN www.asdipsoft.com <br />ANCHORAGE DESIGN <br />Rod Material Specification ......... <br />Anchor Rod Size .. <br />F1554-36 <br />(4) Rods , fya = 36.0 ksi, futa = 58.0 ksi <br />3/4" diam. x 9.0 in emb. <br />Concrete Is Cracked at Service Load Level <br />Tension Analysis (kip) <br />- Comb. 0.446D+0.875E <br />- Design per ACI 17.2.3.4.2 (d) for Ωo = 1.25 <br />Total Tension Force N .......... <br />Tension Force per Rod Ni .... <br />Supplementary Reinforcement Provided <br />2.4 <br />1.6 <br />kip <br />kip <br />Failure Mode Ω Nn N / Nn/Ω <br />Steel Strength Nsa <br />Rebars Strength Nrg <br />Conc. Breakout Ncbg <br />Pullout Strength Npn <br />Side Blowout Nsbg <br />N / Nn/Ω Tension Design Ratio ....OK <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />19.4 <br />N.A. <br />32.3 <br />21.9 <br />N.A. <br />0.16 <br />N.A. <br />0.19 <br />0.19 <br />N.A. <br />0.19 <br />⬅ <br />Shear Analysis (kip) <br />- Comb. 0.6D+0.7E <br />Shear Taken by Anchor Rods only <br />Total Shear Force V ...........0.0 kip <br />Shear Force per Rod Vi ...... 0.0 kip <br />Only Front Rods Are Effective <br />Anchor Reinf: Use Hairpins #4 per Rod <br />Failure Mode Ω Vn V / Vn/Ω <br />Steel Strength Vsa <br />Rebars Strength Vrg <br />Conc. Breakout Vcbg <br />Conc. Pryout Vcpg <br />2.31 <br />2.00 <br />2.00 <br />2.00 <br />9.3 <br />48.0 <br />N.A. <br />0.0 <br />0.00 <br />0.00 <br />N.A. <br />0.00 ⬅ <br />0.00V / Vn/Ω Shear Design Ratio ......OK <br />Tension-Shear Interaction <br />- Comb. 0.446D+0.875E <br />Combined Stress Ratio ........... 0.19 OK <br />DESIGN IS NON-DUCTILE <br />DESIGN CODES <br />Steel Design ........................AISC 360-16 <br />Anchorage Design ...............ACI 318-19 <br />Load Combinations ..............ASCE 7-10/16 <br />2 of 3 <br />Page 29