Potential Deformation Limit States (Serviceability/Damage Control/Ultimate)

Deformation Limit States Criteria

• Serviceability Concrete Strain: {{ ecser|round(4) }}
• Serviceability Steel Strain: {{ esser|round(4) }}
• Damage Control Concrete Strain: {{ ecdam|round(4) }}
• Damage Control Steel Strain: {{ esdam|round(4) }}
{% if confined.lower() == 'mc' %}
• Original Mander Model Ultimate Concrete Strain: {{ ecumander|round(4) }}
{% endif %}

For Non-Linear THA

• E: {{ (Ec * 10**6)|round(2) }} Pa
• G: {{ (G * 10**6)|round(2) }} Pa
• A: {{ (Agross / 10**6)|round(4) }} m²
• I: {{ Ieq|round(6) }} m⁴
• Bi-Factor: {{ Bi|round(3) }}
• Hinge Length: {{ (Lp / 1000)|round(3) }} m
• Tension Yield: {{ PTid|round(2) }} N
• Compression Yield: {{ PCid|round(2) }} N
• Moment Yield: {{ (Mn * 1000)|round(2) }} N-m

{% for row in outputlimit %} {% endfor %}

Cover Strain	Steel Strain	Moment [kN-m]	Force [kN]	Curvature [1/m]	Curvature Ductility	Displacement [m]	Displacement Ductility
{{ row[0]|round(5) }}	{{ row[1]|round(5) }}	{{ row[2]|round(2) }}	{{ row[3]|round(2) }}	{{ row[4]|round(5) }}	{{ row[5]|round(2) }}	{{ row[6]|round(5) }}	{{ row[7]|round(2) }}