Structural Member

Bending Moment

Shear Force

Design Force (Msd)

Resistance (MRd)

Safety factor

Design Force (Vsd)

Resistance (VRd)

Safety factor

Beam End Spans

1830

750

0.41

1050

285

0.27

Beam Middle Spans

2440

1365

0.56

1150

430

0.37

Piers

4000

1360

0.34

1300

406

0.31