The exclusive metric PDF includes worked examples using 6m x 7m panel sizes—common metric bay sizes. The code only uses generic ratios; the PCA Notes calculate actual moments in kN·m and required reinforcement in mm²/m width.
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Given: Beam bw=300 mm, d=500 mm, f'c=30 MPa, fy=420 MPa, Vu=120 kN.
Find stirrup spacing (Av=100 mm², 2 legs). The exclusive metric PDF includes worked examples using
Step 1: Vc = 0.17·1·√30·300·500 /1000 = 139.7 kN → φVc = 0.75·139.7 = 104.8 kN.
Step 2: Vs = Vu/φ – Vc = 120/0.75 – 139.7 = 20.3 kN (OK, < max).
Step 3: s = Av·fy·d / Vs = (100·420·500) / (20.3·1000) = 1034 mm → use s=250 mm (max spacing per ACI). If your PCA Notes do not correspond to
If your PCA Notes do not correspond to ACI 318-14, you are using obsolete references. The exclusive metric PDF version aligns clause-by-clause with the new structure, saving countless hours of cross-referencing.
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