Command Check capacity – response for 1D

The property window looks as standard SCIA Engineer property window.

Values

There are several values which are possible to selct for displaying in 3D window. The list of them is the following:

Check value

calculated unity check from the ratio of calculated and allowed values

ε_cc,min

minimal calculated compressive strain in concrete

ε_sc,min

minimal calculated compressive strain in reinforcement

ε_st,max

maximal calculated tensile strain in concrete

Fibre - fibre with extreme check value

N_Ed

initial value of normal forces

N

design recalculated value of normal forces

M_Ey

initial value of bending moment around (y) axis

Mdy

design recalculated value of bending moment around (y) axis

M_Ez

initial value of bending moment around (z) axis

Mdz

design recalculated value of bending moment around (z) axis

σ_cc,min

minimal calculated compressive stress in concrete

σ_sc,min

minimal calculated compressive stress in reinforcement

σ_st,max

maximal calculated tensile stress in concrete

σ_cc,min,lim

minimal allowed compressive strain in concrete

σ_sc,min,lim

minimal allowed compressive strain in reinforcement

σ_st,max,lim

maximal allowed tensile strain in concrete

σ_cc,min,lim

minimal allowed compressive stress in concrete

σ_sc,min,lim

minimal allowed compressive stress in reinforcement

σ_st,max,lim

maximal allowed tensile stress in concrete

Check value,lim

limited unity check from the ratio of calculated and allowed values

Output

Generally, there are available two levels of numerical outputs These outputs are the following ones

Brief

one short table from all selected checks with final value of unity check

Full

detailed output from selected checks; there are a lot of tables with settings of calculation, material characteristics and particular results tables

 

Example of Brief output

 

Example of Full output

Check responce

Linear calculation, Extreme : Member

Selection : B37

Load cases : LC2