Output

 

Command

The command of the Stress limitation - concrete+ reinforcement is the same as other commands with the following values.

Output value

There are presented the following output values:

• UC - unity check of check response (see above)
• σ_c,char - maximal calculated value of compressive stress of concrete under characteristic combination
• σ_c,qp - maximal calculated value of compressive stress of concrete under quasi-permanent combination
• σ_s,char - maximal calculated value of compressive stress of reinforcement under characteristic combination
• σ_c,char,lim - limited value of compressive stress of concrete under characteristic combination
• σ_c,qp,lim - limited value of compressive stress of concrete under quasi-permanent combination
• σ_s,char,lim - limited value of compressive stress of reinforcement under characteristic combination

Table output

The values are also presented numerically in the table see below:

• Combi_char - notation if supreme (sup) or infimum (inf) values of prestressing forces is dominant per characteristic combination
• Combi_qp - notation if supreme (sup) or infimum (inf) values of prestressing forces is dominant per quasi-permanent combination
• N_char - value of normal force under characteristic combination
• M_y,char - value of bending moment around (y) axis under characteristic combination
• M_z,char - value of bending moment around (z) axis under characteristic combination
• N_gp - value of normal force under quasi-permanent combination
• M_y,qp - value of bending moment around (y) axis under quasi-permanent combination
• M_z,qp - value of bending moment around (z) axis under quasi-permanent combination
• Check - status if check of stress limitation for concrete and reinforcement is OK or not OK