Design results for fire can be found under the Results menu header.

Fire - Reduced concrete parameters

The values in this table are given per section of the beam. The following values are common to all section types.

θ_d = Temperature
f_cd = Concrete strength (reduced)
E_cd = E-modulus (reduced)

These values apply only to hollowcore elements.

k_c= reduction factor for concrete
a_z = Depth of damaged zone
H = Section height of hollowcore

Other section types are given values according to their own section parameters.

Fire - Reinforcement

The effects of fire on reinforcement can be seen in its own table. This is shown by section.

X = X-coordinate in the section
f_spd= strength of prestressing steel (design)
f_2d =  2.0% proof-stress (design), tension

Y = Y-coordinate in the section
E_spd= E-modulus of prestressing steel (design)
f_2cd = 2.0% proof-stress (design), compression

Temp = Temperature
f_0,2d = 0.2% proof-stress (design), tension
E_cd,conc = E-modulus design for concrete

f_yd= Design yield strength
f_0,2cd = 0.2% proof-stress (design), compression
E_{cd,conc,short} = E-modulus design for concrete, short-term

Section - Temperature gradient

A separate table shows a graphical representation of temperature throughout a section. This gradient is accompanied by a graphical indicator for the damaged zone.