|
|
Beam |
Plate |
Column |
Wall |
|
Cross section minimal dimensions |
9.2(1) |
9.3(1) |
9.5.1(2) |
9.6.1(2) |
|
Smin longitudinal |
8.2 for prestressed: 8.10.1.2 |
8.2 for prestressed: 8.10.1.2 |
8.2 |
8.2 |
|
Smax longitudinal |
9.2.3(4) |
9.3.1.1(3) 9.3.1.1(8) |
9.5.3(6) |
9.6.2(3) 9.6.3(2) |
|
Smax longitudinal flange |
9.2.3(4) |
|
|
|
|
Sl;max stirrups |
9.2.2(6) 9.2.1.2(3) |
if h > 200 mm and if shear reinforcement is necessary: 9.3.2(4) |
|
|
|
St;max stirrups transverse |
|
if h > 200 mm and if shear reinforcement is necessary: 9.3.2(5) |
9.5.3(3) |
|
|
Smax stirrups torsion |
9.2.3(3) |
|
|
|
|
Smax longitudinal torsion |
9.2.3(4) |
|
|
|
|
Smax secondary transversal reinforcement |
|
9.3.1.1(3) |
|
|
|
As;min (instead of Mr) |
9.2.1.1(1) see NAD |
9.3.1.1(1) see NAD |
9.5.2(2) |
|
|
As;max |
9.2.1.1(3) |
9.3.1.1(1) |
9.5.2(3) |
|
|
As;vmin vertical reinforcement |
|
|
|
9.6.2(1) see NAD |
|
As;vmax vertical reinforcement |
|
|
|
9.6.2(1) |
|
As;min secondary transversal reinforcement |
|
9.3.1.1(2) |
|
|
|
∅min longitudinal |
9.2.1.1(5) |
9.3.1.1(5) |
9.5.2(1) |
9.6.1(3) |
|
∅min transversal |
9.2.2(9) |
|
9.5.3(1) |
|
|
Minimum reinforcement bend diameter ∅m;min |
8.3 table 8.1N |
8.3 table 8.1N |
N/A |
N/A |
|
Mpf |
9.2.1.2 |
|
|
|
|
Mr |
N/A |
N/A |
N/A |
N/A |
|
Double net is needed |
|
9.3.1.1(8) |
|
|
|
al shift rule |
9.2.1.3(9.2) |
9.3.1.1(4) |
|
|
