Utilizamos cookies propias y de terceros para mejorar tu experiencia y nuestros servicios. Si continúas navegando consideramos que aceptas su uso. Puedes obtener más información sobre cookies
aqui
Cerrar
Home
Spanish
English
Handbook
Structures handbook
Interactive handbook
Structural steelwork handbook
Specific weight handbook
Cross-sectional reinforcement handbook
Anchorage length handbook-EC-2
Concrete verifications
Interaction diagram
Shear resistance
Punching resistance
Torsion resistance
Cracking moment and neutral axis
Design anchorage length following EC-2
Shrinkage calculation - EN 1992-1-1
Engineering tools
Web searcher
Tools searcher
Unit converter
Civil technical vocabulary translator
Excel-Formulas translator
Vibration equations 1DOF
Response Spectrum-EN 1998-1
Active/Passive Coefficient-Coulomb and Rankine
Publications
Articles
Enginnering in the network
Civil engineering books
Lists
About us
Home
Spanish
English
Handbook
Structures handbook
Interactive handbook
Structural steelwork handbook
Specific weight handbook
Cross-sectional reinforcement handbook
Anchorage length handbook-EC-2
Concrete verifications
Interaction diagram
Shear resistance
Punching resistance
Torsion resistance
Cracking moment and neutral axis
Design anchorage length following EC-2
Shrinkage calculation - EN 1992-1-1
Engineering tools
Web searcher
Tools searcher
Unit converter
Civil technical vocabulary translator
Excel-Formulas translator
Vibration equations 1DOF
Response Spectrum-EN 1998-1
Active/Passive Coefficient-Coulomb and Rankine
Publications
Articles
Enginnering in the network
Civil engineering books
Lists
About us
Contact
Post an article
Suggestions?
Any mistake?
CONTACT
Latest pictures
Active and passive earth coefficients (II) - Coulomb and Rankine
Concrete density as a function of its reinforcement
Parameters for Type 1 and 2 Elastic response spectra - EN1998-1 : 2004
Strong column, weak beam - Ductility condition - EN 1998-1
Concrete pressure on formwork - BS5975:2019 - Application examples
Our tools
Structures handbook
Interactive handbook
Specific weight handbook
Structural steelwork handbook
Concrete interaction diagram
Shear resistance calculation
Punching resistance calculation
Torsion resistance calculation
Unit converter
Tool searcher
Our readers' articles
Why use finite element analysis for slope stability?
Corbels – Simplified design
Deep beam – Linear VS Non-linear calculation
Factors influence to concrete creep
Support thickness – Bending moment reduction and bending critical design section
Send us your article
Subscribe: Prontubeam in your mail
Name:
Email:
I accept the privacy policy
May be interesting
Which one is which?
METHODOLOGY FOR NON DESTRUCTIVE TESTING OF RCC STRUCTURES
Concrete piles explained to non-engineers
Shear lugs and anchors in anchor plates: Shear distribution
Home
Engineering in the network
Spanish version
Civil engineering in the network
Showing 8 pictures out of 217 Showing page 1 out of 28
Pages:
1
2,
3,
4,
5,
6,
7,
8,
9,
10,
11,
12,
13,
14,
15,
16,
17,
18,
19,
20,
21,
22,
23,
24,
25,
26,
27,
28,
Active and passive earth coefficients (II) - Coulomb and Rankine
September , 5th 2024 |
Via: Prontubeam
Parameters for Type 1 and 2 Elastic response spectra - EN1998-1 : 2004
June , 17th 2024 |
Via: Prontubeam
Concrete pressure on formwork - BS5975:2019 - Application examples
June , 3th 2024 |
Via: Linkedin (Ronan O’Driscoll)/Prontubeam
Span by span bridge construction method
Mai , 3th 2024 |
Via: Linkedin/Prontubeam
Concrete density as a function of its reinforcement
August , 18th 2024 |
Via: Prontubeam
Strong column, weak beam - Ductility condition - EN 1998-1
June , 15th 2024 |
Via: Prontubeam
Concrete pressure on formwork - BS5975:2019
June , 2th 2024 |
Via: Linkedin (Ronan O’Driscoll)/Prontubeam
Shear stress at a joint-Elastic VS Plastic-FE Model
Mai , 3th 2024 |
Via: Prontubeam
Showing 8 pictures out of 217 Showing page 1 out of 28
Pages:
1
2,
3,
4,
5,
6,
7,
8,
9,
10,
11,
12,
13,
14,
15,
16,
17,
18,
19,
20,
21,
22,
23,
24,
25,
26,
27,
28,
May be interesting
Why is so difficult to accurately design a pavement?
www.prontubeam.com
Deep beams – Strut and tie VS Non linear models
www.prontubeam.com
Part 2: Structures under earthquake. Calculation example using a FEM program
www.prontubeam.com
HTML Comment Box
is loading comments...
Prontubeam - Verify, calculate, check... the Civil Engineering starts here.
This website has been created by Carlos Corral. More information about cookies
click here
The author of this website is not responsible for any possible error in the formulation used. The user has to verify all the results by his own.