Apply user defined utilization ratios
By default designs and checks are performed against a utilization ratio (U/R) of 1.0.
To facilitate design optimization Tekla Structural Designer allows you to specify user defined U/Rs on an individual member basis (currently for Eurocode, US, and India regional codes only).
Overview of user defined U/R
When applied to the autodesign process user defined U/Rs introduce a measure of:
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Conservatism - if the value is less than 1.0
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Non conservatism - if the value is greater than 1.0
By not applying user defined U/Rs to the check process, you are still able to work to the original U/R of 1.0 when working in check mode.
User defined U/Rs can be applied to the following objects:
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Members; steel and concrete columns and beams, composite beams, steel joists and braces. This includes separate settings for each span/stack/panel of continuous beams/columns/walls.
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Steel Trusses - includes; Truss member top/bottom, Truss member side/internal.
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Portal frames (Individual members within Frames are treated as steel columns and steel beams as appropriate).
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Concrete Walls and Slabs including panels, patches, and punching shear checks.
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Foundations; Pad Bases (Spread Footings), Strip Bases, Pile Caps, Mat and Piled Mat Foundation slabs and Piles.
Apply user defined U/R for autodesign only
Applying a value of utilization ratio < 1.0 for autodesign only introduces a measure of conservatism into the autodesign process but doesn't fail the member until the ratio default value of 1.0 is exceeded.
Apply user defined U/R for autodesign and check
Applying a value of utilization ratio < 1.0 for autodesign and check introduces a measure of conservatism into the autodesign process and fails the member when the ratio value that was set is exceeded.