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1.0 Remove The Intermediate Nodes From Staad File. 2.0 Change Bracing Pattern in Elevation On Grid A & B

The document provides a list of 10 tasks to update a STAAD model including: removing intermediate nodes; changing bracing patterns on grids A and B; correctly assigning member orientations; adding cable tray supports; changing a beam size to accommodate low utilization; increasing column heights for moment connections; removing beam releases; updating anchor loads and calculations; providing load calculations and basis for a 20% load increase; and providing wind load calculations.
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0% found this document useful (0 votes)
36 views5 pages

1.0 Remove The Intermediate Nodes From Staad File. 2.0 Change Bracing Pattern in Elevation On Grid A & B

The document provides a list of 10 tasks to update a STAAD model including: removing intermediate nodes; changing bracing patterns on grids A and B; correctly assigning member orientations; adding cable tray supports; changing a beam size to accommodate low utilization; increasing column heights for moment connections; removing beam releases; updating anchor loads and calculations; providing load calculations and basis for a 20% load increase; and providing wind load calculations.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as DOCX, PDF, TXT or read online on Scribd
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1.0 Remove the intermediate nodes from staad file.

2.0 Change bracing pattern in elevation on grid A & B.


3.0 Assign LY/LZ correctly for these members.

4.0 Plan @ EL 107, to be updted-add cable tray supporting members @ every 2m in transvere direction.
5.0 change marked beam in longitudinal direction to IPEA240, check if it works, As the ration is very less
in UB Members.

6.0 Increase column height @ top tear to accommodate Moment connection bolt & plate-check
connection plate size as per standard drawings.
7.0 Remove releases for this beams.
8.0 Update anchor load -check calculations applied.

9.0 Provide calculation back up for this Load-Also provide basis for 20% increase in load.

10. Calculation back for wind intensities Required.

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