Results

Bending Type: {% if bending.lower() == 'single' %} Single Bending {% elif bending.lower() == 'double' %} Double Bending {% endif %}

Ductility Mode: {% if ductilitymode.lower() == 'uniaxial' %} Uniaxial Bending {% elif ductilitymode.lower() == 'biaxial' %} Biaxial Bending {% endif %}

Longitudinal Steel Ratio: {{ LongSteelRatio:.3f }}

Average Transverse Steel Ratio: {{ TransvSteelRatioAverage:.3f }}

Axial Load Ratio: {{ AxialRatio:.3f }}

Table of Results

{% for row in output %} {% endfor %}
Cover Core N.A Steel Moment Curvature Force Sh displ. Fl displ. Total displ. Shear(assess.) Shear(design)
Strain Strain [mm] Strain [kN-m] [1/m] [kN] [m] [m] [m] [kN] [kN]
{{ row[0]:1.5f }} {{ row[1]:1.5f }} {{ row[2]:4.2f }} {{ row[3]:1.5f }} {{ row[4]:8.2f }} {{ row[5]:1.5f }} {{ row[6]:8.2f }} {{ row[7]:1.5f }} {{ row[8]:1.5f }} {{ row[9]:1.5f }} {{ row[10]:8.2f }} {{ row[11]:8.2f }}
Explanation: Here you can add a detailed explanation about this specific set of data. For example, the values represent the calculated results for the bending process with specific parameters, showing the effects of longitudinal and transverse steel ratios.

Bilinear Approximation

Curvature   Moment   Displ.   Force

[1/m]   [kN-m]   [m]   [kN]

Curvature Moment Displacement Force
Value1 Value2 Value3 Value4

Note: This bilinear approximation table represents the relationship between curvature, moment, displacement, and force in the structure under analysis.