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Punching shear proof icon

Punching shear proof

Shear load capacity for reinforced concrete slabs verification according to Eurocode (EN 1992-1-1:2004)
Available languages:
English, Italian, Croatian
Available norms:
EN 1991-1-1:2004
UNI EN 1992-1-1:2004 - Italian NA

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RC member bending proof icon

RC section bending

Reinforced Concrete Section Design to Bending according to Eurocode 2 (EN 1992-1-1/2004)
Available languages:
English, Croatian
Available norm: EN 1991-1-1:2004

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Rebar anchorage length icon

Rebar anchorage

Anchorage and lapping of longitudinal reinforcement according to Eurocode (EN 1992-1-1:2004)
Available languages:
English, Norwegian, Croatian
Available norm: EN 1991-1-1:2004

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Seismic base force application icon

Seismic Base Shear Force

Calculate seismic base shear force according to Eurocode (EN 1998-1:2004)
Available languages:
English, Croatian
Available norm: EN 1998-1:2004 (4.3.3.2)

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Simple static calculator icon

Statics calculator

Statics calculator calculates reaction forces, moments (and deflections) for several simple static beam systems: cantilevers, simple beams and others.
Available languages:
English, Croatian

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The authors of this website are not responsible for any result or data found on this website and contents linked or referred-to from these pages. We will try to check that all information and results are accurate, however, we suggest that you check again all information and results. All information and applications presented on this website are posted with best intentions.
We point out, that with the state of technology it is not possible to develop computer software to run error-free in all combinations and applications. Therefore, we disclaim any liability for correctness and completeness of results obtained with the applications on this website. The user is solely responsible for the correctness of information or calculated results on this website. We recommend extensively testing of applications, before the actual usage, in a non-critical setup/environment in real mode. We expressly point out that you are advised to check input data and result data to be free from error against current documents (standards, certificates, product descriptions). In addition, we are not liable for indirect or consequential damages to enterprises, businesses, contractors and freelancers, in particular not for lost profit. If any damage occurs by the use of information presented on linked or referred pages, only the author of the respective pages might be liable, not the one who has linked to these pages.

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