RC Beam Design – Bending Resistance of a Doubly Reinforced Concrete Beam to Eurocode 2

0
(Last Updated On: April 21, 2018)
How to analyse a reinforced concrete beam (doubly reinforced) according to Eurocode 2 (EN1992). How to derive bending moment capacity equations. Concrete T Beam Design to Eurocode 2 - Strain Compatibility Method.

Symbols:
As - Cross sectional area of tension reinforcement
A's - Cross sectional area of compression reinforcement
Es - Design value of modulus of elasticity of reinforcing steel b - Overall width of cross-section
d - Effective depth of cross section
d' - Depth to compression reinforcement
fav - Average stress in the concrete above the neutral axis at ULS
fcd - Design value of concrete compressive strength
fyk - Characteristic yield strength of reinforcement
x - neutral axis depth
β (beta) - centroid ratio (depth to the centroid of Fc over depth of compression zone)
γs (gamma_s) - Partial factor for reinforcing steel
εcu (epsilon_cu) - Ultimate compressive strain in the concrete 

.
Details
 Language   English
 Duration   15 Mins
 Format  .MP4
 Size   105 Mb
.
Download
Code

RC Beam Design - Bending Resistance of a Doubly Reinforced Concrete Beam to Eurocode 2
Become a 
VIP Member to see this content