Clik here to view.
Is there a way to tell STAAD which load combination to check?
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 1:36:04 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
The steel design output indicates a slenderness failure
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 1:43:33 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: American Steel Design Subarea:...
View ArticleClik here to view.
Printing Section Displacements for Members
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 1:44:57 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
VALUE OF E FOR MEMBER NNN DOES NOT SEEM RIGHT
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 1:46:21 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
The KL/r value that STAAD reports for the Y axis for a single angle does not...
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 1:47:09 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
Can I see a list of Just Failed Members
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 1:51:15 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
STAAD.Pro 2003 Unfamiliar Terms in the American LRFD Code
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 1:53:15 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
STAAD.Pro 2002 AISC ASD has some terms that I am not familiar with
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 1:54:28 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
How to Create Physical Steel Members Faster
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 1:55:51 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
How do I Have STAAD.Pro use LRFD 3rd Edition
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 1:56:47 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
How Does STAAD Deal with the specifications of the unsupported length for top...
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 1:58:02 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
Can I assign a user provided table for designing 10 Gage channel per the AISI...
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 1:59:12 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
Increasing the NSF value in Steel Design does not change the Failure Ratio...
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 1:59:57 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
This version does not design prismatic sections
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 2:00:44 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
KL/ry reported for a double angle does not match my hand calculations per...
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 2:01:31 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
The Composite Beam Design Capabilities do not show any evidence of this design
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 2:02:27 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
How to Change the Yield Strength of Steel
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 2:03:22 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
In STAAD/Pro 2000 and STAAD.Pro, I no longer see the UNL parameter for the...
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 2:15:25 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
The steel design output for a tube section checked per the AISC ASD code...
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 2:16:32 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View ArticleClik here to view.
How to check whether the story drift of the floors are within allowable limits
Current Revision posted to RAM | STAAD Wiki by Steve Crabtree on 6/15/2016 2:17:36 PM Applies To Product(s):STAAD.Pro Version(s):All Environment: N/A Area: Design Subarea: American Steel Design...
View Article