EK711
Spreadsheet. Shear resistance of reinforced concrete beam according to EC2.
EK710
Spreadsheet. Design of cross-section of flanged reinforced concrete beam according to EC2.
EK705
In EC2 the limit to the amount of redistribution is related to the ductility characteristics of the reinforcement used: class B or class C reinforcement – 30% class A reinforcement […]
EK691
According to EC2, the effective span of a beam continuous over its supports should normally be taken as the distance between the centres of the supports.
EK690
According to EC2, the effective span of a simply supported beam should normally be taken as the clear distance between the faces of supports plus one-third of the beam seating […]
EK683
Spreadsheet. Design of balanced cross-section of reinforced concrete beam according to EC2.