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Information presented on this page is intended to demonstrate the section design convergence for the ACI 318 14 design module from the SkyCiv Reinforced Concrete Design Software. All examples are taken from the following Reinforced Concrete Design Manuals: Book 1. Abi O. Aghayere, George F. Limbrunner. Reinforced Concrete Design (Eighth Edition), 2014. Book 2. Kenneth M. Leet, Dionisio Bernal. Reinforced Concrete Design (Third Edition), 1997 Book 3. James K. Wight, James G. MacGregor. Reinforced Concrete. Mechanics and Design (Fifth Edition), 2009.
Design Case | Manual | SkyCiv Result | SkyCiv Report |
---|---|---|---|
Design moment strength φMn, kip-ft | 215 | 215.81 |
Design Case | Manual | SkyCiv Result | SkyCiv Report |
---|---|---|---|
Design moment strength φMn, kip-ft | 423 | 422.59 |
Design Case | Manual | SkyCiv Result | SkyCiv Report |
---|---|---|---|
Design moment strength φMn, kip-ft | 147 | 146.82 |
Design Case | Manual | SkyCiv Result | SkyCiv Report |
---|---|---|---|
Design shear strength Vu, Ib | 8750 | 8751.6 |
Design Case | Manual | SkyCiv Result | SkyCiv Report |
---|---|---|---|
Design shear strength Vu, kip | 83.6 | 86.17 |
Design Case | Manual | SkyCiv Result | SkyCiv Report |
---|---|---|---|
Immediate deflection Δ LL / long-term deflection Δ LL + ΔLT, in | 0.35 / 1.63 | 0.35 / 1.63 |
Design Case | SkyCiv Report |
---|---|
Pn-Mn / φPn-φMn curve | |
Design Case | Manual | SkyCiv Result | SkyCiv Report |
---|---|---|---|
Modified moment Mcz / Mcy, kip-ft | 60.6 / 46.8 | 60.48 / 46.69 |
Learn more about this SkyCiv Reinforced Concrete Design software by visiting the specific design code page for ACI 318 14