My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2525 N Grand Ave & MTR01 - Plan
PBA
>
Building
>
ProjectDox
>
G
>
Grand Ave
>
2525 N Grand Ave Unit# MTR01
>
2525 N Grand Ave & MTR01 - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/19/2026 5:38:04 AM
Creation date
6/19/2026 5:00:17 AM
Metadata
Fields
Template:
Plan
Permit Number
20188745
101126642
101126643
Full Address
2525 N Grand Ave Unit# MTR01
2525 N Grand Ave
Street Number
2525
Street Direction
N
Street Name
Grand
Street Suffix
Ave
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
90
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
1.3 Anchor Bolt Design <br />Supercharger_Post_V4 2024 IBC <br />Wind=385 SDC= E <br />EQ*Ω*Ip AB=446 Ω= 2.5 <br />Ip AB= 1.00 <br />Load combination used for the design: <br />0.3 DL + 1.0 EQ <br />(0.9-0.2SDS) if EQ Governs <br />1 V =446 lbs 1 V x 0.3=134 lbs (orthogonal direction) <br />Hc =6.4 ft. COG =2.8 ft. <br />Dc =0.4 ft.Wc =1.7 ft. <br />Wp =0.3 DL <br />=59 lbs <br />MOT =V x COG MOT =V x COG <br />=1,264 lb-ft =379 lb-ft <br />MR = Wp x 1/2 Dc MR = Wp x 1/2 Wc <br />=12 lb-ft =50 lb-ft <br />M =MOT - MR M =MOT - MR <br />=1,253 lb-ft =330 lb-ft <br />Anchor Bolts for Supercharger_Post_V4 <br />Bolt Number =4 <br />T (Tension on Bolt) = (M / Dc) / 2 bolts T (Tension on Bolt) = (M / Wc) / 2 bolts <br />=1,591 lbs. =98 lbs. <br />V (Shear on Bolt) = V / 4 bolts V (Shear on Bolt) = V / 4 bolts <br />=111 lbs. =33 lbs. <br />V <br />Wp <br />Hc <br />T <br />Dc <br />54
The URL can be used to link to this page
Your browser does not support the video tag.