1. Ultimate limit state bending calculations (article 6.1 of EC2)
• Rectangular section bd.
d, useful height; d ' distance from any compressed steel to the most compressed fiber.
• Concrete class up to C 50/60: MPa – Steel B 500.
• Relative deformations expressed in ‰.
The formulas given below correspond to the use of the parabola-rectangle diagram [ , figure 3].
1.1 Search for steel sections
a) Equation for the inclined branch of the steel design diagram [ ].
, figure 7]
Exclusive to subscribers. 97% yet to be discovered!
Already subscribed? Log in!
Ultimate limit state bending calculations (article 6.1 of EC2)
Cracking calculations
Article included in this offer
"The superstructure of the building"
(
128 articles
)
Updated and enriched with articles validated by our scientific committees
A set of exclusive tools to complement the resources
