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Panel Type [InteriorPanel/EndPanel]: The terms "end panel" and "interior panel" are used to describe the sections of a steel girder plate that are positioned at the ends and interior sections of the girder, respectively, as depicted in the accompanying figure. The interior panels comprise the remaining segments of the girder that lie between the end panels.

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Res. Result Case To to Find Points of Permanent Load:As per According to AASHTO 6.11.1.1, the effective span can be determined differently for cases involving simple spans and continuous spans. For continuous spans, the effective span length should be calculated based on the points of contraflexure of the major axis bending moment under permanent loads, or by considering both simple supports and points of contraflexure. Following this approach, it is necessary to specify the result extraction case composed of that represents the permanent loads to determine identify the points of contraflexure and, consequentlysubsequently, the effective spans. This parameter can be is used to specify define the result extraction case that will to be applied in calculations associated with related to contraflexure.

Reinforcement

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