General
Load Combination Table: This parameter can be used to set a previously defined Load Combination table for concrete girder code checks.
Design Parameters
Resistance Factor Tension Controlled Section:
Resistance Factor Compression Controlled Section:
Resistance Factor Shear and Torsion Controlled Section:
Procedure for Shear Parameters β and θ [Simplified / General (Equation) / Appendix B5 (Table)]:
Time-Dependent Losses Calc. Method [Approximate / Refined]:
Humidity (%) (Approximate Method):
Compression Check (Approximate Method):
Tensile Stress Limit (Approximate Method):
Section Analysis
Include Haunch?:
Include Deck Reinforcement?:
Ignore Rebar and Tendon in Section Property Calc?:
Effective Web Width Calculation (Shear):
Section Analysis Refinement (Total Fiber Count):
Report
Support Lines Used For Span Length Comp.[All / Selection]: In some projects, the support line object can be used as an extra bearing point. In this case, the span length calculation may not be done correctly. In such situations, it is important to manually select the support lines that separate the spans.
Selected Support Lines: Manual support line selection for span length calculation.
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