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TCVN-based formulas, updated automatically with the site.
Soil bearing pressure check
Design pressure R of the subgrade under an isolated footing per TCVN 9362:2012 §4.6.9.
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<iframe src="https://www.congcuxaydung.com/embed/calc/soil-bearing" width="100%" height="720" style="border:0;border-radius:12px;overflow:hidden" loading="lazy" title="Soil bearing pressure check — BuildLab"></iframe>Pile bearing capacity
Pile bearing capacity from soil and material, pile group load distribution per TCVN 10304:2014.
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<iframe src="https://www.congcuxaydung.com/embed/calc/pile-bearing" width="100%" height="720" style="border:0;border-radius:12px;overflow:hidden" loading="lazy" title="Pile bearing capacity — BuildLab"></iframe>Wind load calculation
Design wind pressure Wk by height for walls of a rectangular building, per TCVN 2737:2023 §10.2 — covers Gf=0.85 for rigid structures and dynamic wind for flexible structures T1>1s (§10.2.7.3).
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<iframe src="https://www.congcuxaydung.com/embed/calc/wind-load" width="100%" height="720" style="border:0;border-radius:12px;overflow:hidden" loading="lazy" title="Wind load calculation — BuildLab"></iframe>Seismic load
Base shear Fb and storey forces Fi by the equivalent lateral force method of TCVN 9386:2012 §4.3.3.2 — regular buildings, horizontal design spectrum.
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<iframe src="https://www.congcuxaydung.com/embed/calc/seismic-load" width="100%" height="720" style="border:0;border-radius:12px;overflow:hidden" loading="lazy" title="Seismic load — BuildLab"></iframe>Eccentric column
Check provided steel or design symmetric steel for a rectangular column under one-axis N + M per TCVN 5574:2018 §8.1.2.
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<iframe src="https://www.congcuxaydung.com/embed/calc/eccentric-column" width="100%" height="720" style="border:0;border-radius:12px;overflow:hidden" loading="lazy" title="Eccentric column — BuildLab"></iframe>