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Gratis
Light version
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PRO
Fullversjon |
Enheter |
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Massegeometri |
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STATIKK |
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Bjelke over ett felt |
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Tabeller for Bjelkediagrammer V(skjær), M(bøyemoment) |
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Tabell for Bjelkediagrammer (enhetslast) |
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Tabeller for endekrefter av bjelker |
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Tabell, Nedbøyning for bjelker |
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Arealtreghetsmomenttabeller |
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Tabell, areal og tyngdepunkt (krumningsflatemetoden) |
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Tabell for hurtigintegrasjon |
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ARMERING |
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Vekt og areal for armeringsstenger |
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Platearmering, areal i mm²/m |
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Kalkulator Armeringstverrsnitt |
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BETONG |
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Betongens tøyningskurve, EN1992-1-1, § 3.1.6 |
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Arbeidsdiagram for normalbetong, EN1992-1-1, § 3.1.7 |
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Kryptall, EN1992-1-1, § 3.1.4 |
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Svinntøyning, EN1992-1-1, § 3.1.4 |
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Armeringens tøyningskurve, EN1992-1-1, § 3.2.7 |
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Betongoverdekning, Cmin, EN1992-1-1, § 4.4.1 |
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BØYNING TABELLER |
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Dimensjonering for bøyning, Koeff. Kd, ks |
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Dimensjonering for bøyning, Koeff. med, w |
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SØYLER
TABELLER |
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Normalkraft og Bøyemoment - rektangulært tverrsnitt |
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Normalkraft og Bøyemoment - sirkulært tverrsnitt |
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Biaksial bøyning - rektangulært tverrsnitt |
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Knekklengder for rammesøyler, EN1992-1-1, § 5.8.3.2 |
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Kontroll av nedbøyning, bøyestivhet, EN1992-1-1, § 5.8.7.2 |
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KAPASITET AV TVERRSNITT |
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Kapasitet av søyletverrsnitt, EN1992-1-1, § 6.1 |
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Kapasitet av bjelketverrsnitt utsatt for bøyemoment,
EN1992-1-1, § 6.1 |
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Kapasitet av platetverrsnitt utsatt for bøyemoment, EN1992-1-1,
§ 6.1 |
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Kapasitet av bjelketverrsnitt med flens utsatt for bøyemoment,
EN1992-1-1, § 6.1 |
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Skjærkapasitet, EN1992-1-1, § 6.2 |
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DIMENSJONERING AV TVERRSNITT |
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Tverrsnitt av plate med bøyning, EN1992-1-1, § 6.1 |
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Tverrsnitt av ribbeplate med bøyning, EN1992-1-1, § 6.1 |
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Bjelketverrsnitt med bøyningsmoment og skjærkraft, EN1992-1-1,
§ 6.1, §6.2 |
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T-bjelktverrsnitt med bøyningsmoment og skjærkraft, EN1992-1-1,
§ 6.1, §6.2 |
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Bjelketverrsnitt med torsjon, EN1992-1-1, § 6.3 |
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Søyletverrsnitt med toakset moment, EN1992-1-1, § 6.1 |
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Enkeltstående søyle (stabilitetskontroll), EN1992-1-1, § 5.8 |
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ANNET |
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Valg av programspråk Norsk/Engelsk |
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Valg av Nasjonal Tillegg (NA) |
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Forhåndsvisning |
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Utskrift til doc/pdf filer eller skriver |
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*I gratis
versjonen er kun ett sett tabeller for d1/h=0,10 tilgjengelig.
**I gratis versjonen kan ikke verdi av
elementtykkelse forandres.
***I gratis versjonen kan ikke
verdi av laster forandres. |
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