This message is created by specifying the element name and floor on which it is located at the beginning of the report.
For example,
CRN001 BASE STORY Crane beam strength not satisfied.
Strength in steel crane beams or beams depends on three conditions.
Crane beam combined bending design control. In this control, the bending strength is calculated by the interaction of the bending strength of the crane beam cross-section in the strong and weak axis. It depends on the moment of inertia and moment of strength values of the cross-section.
Crane beam shear capacity control. In this control, the shear strength of the crane beam cross-section is calculated. The crane beam depends on the web plate area.
Crane beams body wrinkling control. This control depends on the crane beam web plate slenderness value.
Possible Solutions:
For all cases, the cross-sectional dimensions of the steel crane beam element can be increased.
For cases 2 and 3, a section with a high body thickness can be selected.
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