Comprehensive examples of checking and reinforcing slab-column junctions, a common failure point. 4. Specialized Design Topics
Designing reinforced concrete structures in accordance with Eurocode 2 (
To get the most out of , engineers should follow a three-step process:
What are you trying to design? (e.g., a bridge pier, deep beam, retaining wall, box girder) worked examples to eurocode 2 volume 2
Liquid-retaining structures require strict crack width limits to prevent leakage and reinforce durability against corrosive chemical agents. 1. Design Conditions and Classification Circular water storage tank wall base section. Concrete Class: C35/45 (
ULS design ensures the structure does not collapse under extreme loads.
Utilizing verified templates derived from institutional textbooks minimizes numerical errors in complex tasks like calculating long-term creep coefficients ( Concrete Class: C35/45 ( ULS design ensures the
or complete avoidance of tension depending on the exposure class (e.g., XC or XD classifications). 4. Torsion and Combined Loading Interactivity
MEdbd2fckthe fraction with numerator cap M sub cap E d end-sub and denominator b d squared f sub c k end-sub end-fraction ≤K′is less than or equal to cap K prime 0.95d0.95 d Shear Web Crushing VRd,maxcap V sub cap R d comma m a x end-sub
Volume 1 often deals with one-way spanning slabs. Volume 2 tackles punching shear at internal, edge, and corner columns. A classic worked example includes: covering fundamental elements like slabs
This publication was originally planned as a two-volume set. was released, covering fundamental elements like slabs, beams, and columns for in-situ framed buildings.
cap M sub cap E d end-sub equals cap F sub cap E d end-sub center dot open paren the fraction with numerator cap H and denominator 3 end-fraction close paren equals 64.8 center dot 1.33 equals 86.4 kNm/m 4. Calculate Required Reinforcement ( cap A sub s