The slab is checked for punching shear:
The required reinforcement area is calculated as: worked examples to eurocode 2 volume 2
If you want, I can:
The primary goal of this write-up is to bridge the gap between theoretical code clauses and practical application. You will typically find: Detailed Design Scenarios The slab is checked for punching shear: The
For the next three hours, the three engineers worked in focused silence. They referenced the book constantly: the simplified stress-strain diagram for concrete (Example 3.1), the calculation of minimum reinforcement area for crack control (Example 7.1), the use of the Nominal Curvature Method for second-order analysis (Example 5.4). When using these examples, always overlay your country’s
When using these examples, always overlay your country’s National Annex coefficients.
beff,i=0.2(400)+0.1(30000)=3080 mm→limited to bi=400 mmb sub e f f comma i end-sub equals 0.2 open paren 400 close paren plus 0.1 open paren 30000 close paren equals 3080 mm right arrow limited to b sub i equals 400 mm Thus, the entire nominal flange width is effective: 2.4 Ultimate Moment Capacity Verification Assume the stress block sits entirely within the flange (