NEd = 1.35 x 500 + 1.5 x 200 = 847.5 kN
: Examples follow a logical progression from conceptual design and structural analysis to ultimate limit state (ULS) and serviceability limit state (SLS) verifications. worked examples to eurocode 2 volume 2
| | Volume 2 Solution | | :--- | :--- | | Ignoring buckling in flat slabs | Full Braced/Unbraced column check including slab stiffness | | Using 45° for all shear struts | Calculation of actual strut angle ( cot θ ) based on v_Ed | | Overlooking minimum reinforcement for crack control | Equation 7.1 ( A_s,min = k_c * k * f_ct,eff * A_ct / σ_s ) | | Anchorage of bent-up bars in D-regions | Detailed node-to-node anchorage check | NEd = 1
Tom slumped. "So we're stuck?"