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Flexural Strength of a Doubly Symmetric I-shaped section per AISC 360-10 for Compact stiffened and un-stiffened element
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Flexural Strength of a Doubly Symmetric I-shaped section per AISC 360-10 for Compact stiffened and un-stiffened element
Interaction Check of Laterally Unsupported ISMB Section
Major Axis Bending Capacity of a Web Slender I Section
Minor axis Shear Capacity of I section (AISC 360-10)
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Flexural Strength of a Doubly Symmetric I-shaped section per AISC 360-10 for Compact stiffened and un-stiffened element
Applies To
Product(s):
STAAD.Pro
Version(s):
All
Environment:
N/A
Area:
Steel Design
Subarea:
Verifications
EXAMP08_1.1.STD
Design Flexural Strength
STAAD.Pro
Doubly Symmetric I-shaped section
bent about the major axis
AISC-360-10
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Created by
Rajat
When:
Tue, May 10 2016 6:36 AM
Last revision by
Modestas
When:
Fri, Apr 28 2023 3:53 AM
Revisions:
7
Comments:
0
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