Many FEM programs include built in code check.

If the FEM program provides code check, there is often a need for stand-alone software to perform independent arbitrary verification.

If the FEM program does not include code check functionality, stand-alone software shall be used for design and verification purposes.

There are many commercial stand-alone programs for code check.

Below is a list of non-commercial stand-alone programs for code check. All originate from former designers at VBk.

Type	Name	Description	Date	Link
General	A001	Creep	2026-05-06	A001
General	A002	Shrinkage	2026-05-06	A002
General	A003	Cross section properties: general	–	A003
General	A004	Cross section properties: trapezoid	–	A004
Reinforced concrete	B1.001	Moment capacity: rectangular cross section	2026-04-07	B2.001
Reinforced concrete	B1.002	Moment capacity: trapezoid cross section	2026-04-07	B1.002
Reinforced concrete	B1.003	Shear capacity: rectangular cross section	2026-04-07	B1.003
Reinforced concrete	B1.004	Fatigue moment: rectangular cross section	–	B1.004
Reinforced concrete	B1.005	Fatigue shear: rectangular cross section	–	B1.005
Reinforced concrete	B1.006	Minimum reinforcement	–	B1.006
Reinforced concrete	B1.007	Torsion reinforcement	–	B1.007
Reinforced concrete	B1.008	Punching: circular inner column	–	B1.008
Reinforced concrete	B1.009	Punching: rectangular inner column	–	B1.009
Reinforced concrete	B1.010	Punching: rectangular edge column	–	B1.010
Reinforced concrete	B1.011	Punching: rectangular corner column	2026-06-30	B1_011
Reinforced concrete	B1.012	Capacity skewed bending: circular cross section	–	B1.012
Pretensioned concrete	B2.001	Friction loss tendons	2026-04-07	B2.001
Pretensioned concrete	B2.002	Time dependant losses tendons	2026-04-07	B2.002
Pretensioned concrete	B2.003	Stress service state: rectangular cross section	–	B2.003
Pretensioned concrete	B2.004	Stress service state: trapezoid cross section	2026-04-07	B2.004
Pretensioned concrete	B2.005	Stress service state: I-shaped cross section	–	B2.005
Pretensioned concrete	B2.006	Moment capacity: rectangular cross section	–	B2.006
Pretensioned concrete	B2.007	Moment capacity: trapezoid cross section	2026-04-07	B2.007
Pretensioned concrete	B2.008	Moment capacity: I-shaped cross section	–	B2.008
Pretensioned concrete	B2.009	Moment capacity: Z-shaped cross section	–	B2.009
Pretensioned concrete	B2.010	Shear capacity: rectangular cross section	–	B2.010
Pretensioned concrete	B2.011	Crack width: rectangular cross section	–	B2.011
Pretensioned concrete	B2.012	Crack width: trapezoid cross section	–	B2.012
Pretensioned concrete	B2.013	Crack width: I-shaped cross section	–	B2.013
Pretensioned concrete	B2.014	Fatigue moment	2026-04-07	B2.014
Slab foundation	G3.001	Foundation settlement	2026-04-07	G3.001
Slab foundation	G3.002	Angular stiffness foundation	2026-04-07	G3.002
Slab foundation	G3.003	Vertical stiffness foundation	–	G3.003
Slab foundation	G3.004	Foundation resistance excl. second order effects	2026-04-07	G3.004
Slab foundation	G3.005	Foundation resistance incl. second order effects	2026-04-07	G3.005
Composite steel	S1.001	Cross section properites: deck	2026-06-30	S1_001
Composite steel	S1.002	Effective flange width	2026-06-30	S1_002
Composite steel	S1.003	Flexural bending stress	2026-06-30	S1_003
Composite steel	S1.004	Plastic capacity: hogging moment	2026-06-30	S1_004
Composite steel	S1.005	Plastic capacity: sagging moment	2026-06-30	S1_005
Composite steel	S1.006	Equivalent concrete deck	2026-06-30	S1_006
Steel	S2.001	Moment capacity cross section class 1	–	S2.001
Steel	S2.002	Moment capacity cross section class 2	–	S2.002
Steel	S2.003	Moment capacity cross section class 3	–	S2.003
Steel	S2.004	Shear capacity	2026-06-30	S2_004
Steel	S2.005	Welded joint	–	S2.005
Steel	S2.006	Screwed joint	–	S2.006
Design component	K1.001	Concrete deck between girders: road bridge	–	K1.001
Design component	K1.002	Concrete cantilever: road bridge	–	K1.002
Design component	K2.001	Concrete wingwall: road bridge	2026-04-07	K2.001
Design component	K2.002	Concrete wingwall: train bridge	2026-04-07	K2.002
Design component	K3.001	Railing attachment: road bridge	–	K3.001
Design component	K4.001	Load effect bottom slab: earth foundation	–	K4.001
Design component	K4.002	Load effect moment bottom slab: pile foundation	–	K4.002
Design component	K4.003	Load effect shear bottom slab: pile foundation	–	K4.003