My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1920 MERRILL CREEK PKY 2023-04-07
>
Address Records
>
MERRILL CREEK PKY
>
1920
>
1920 MERRILL CREEK PKY 2023-04-07
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/7/2023 12:02:10 PM
Creation date
4/7/2023 12:00:37 PM
Metadata
Fields
Template:
Address Document
Street Name
MERRILL CREEK PKY
Street Number
1920
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
77
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).
View images
View plain text
• 0 <br /> • <br /> Date: RACK CONFIGURATION---LOAD/LEVEL/SEISMIC DATA <br /> 4/27/2022 <br /> Product+ Loading Condition IBC Enter:IBC <br /> Top Shelf Load= 2000 Pounds <br /> No.of Storage Levels= 3 <br /> 4,. <br /> , - Hi <br /> H2 Arm Loading <br /> , I Level 1 Static= 2000 <br /> H1 H1= 60 Inches Seismic= 2000 <br /> a, <br /> 3 <br /> Base Depth Front Elevation Two or more columns wl -Ca <br /> c•n 0 - 7-. v <br /> Longitudinal Direction Interconnected Cross Aisle 1 <br /> No /� <br /> LOAD/LEVEL Very Important Input Seismic ontrols f <br /> Average Vb= 0 p <br /> Level Spacing Loading Dead Vb= 1.337 Kips/C. ,. n <br /> Inches Pounds Load io Vi/ evel Sum <br /> 1 1 60.0 2000.0 50 6150 0.217 0.291 1.337 <br /> 1 2 32.0 2000.0 50 4100 0.333 0.446 1.046 <br /> 1 3 32.0 2000.0 50 2050 0.449 0.601 0.601 <br /> 0 4 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 5 0.0 0.0 0 0 0.000 I !iI 0.000 <br /> 0 6 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 7 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 8 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 9 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 10 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 11 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 12 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 13 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 14 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 15 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 16 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 17 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 18 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 Top 0 0 0 0 0.000 0.000 0.000 <br /> 3 Totals 124 6000 150 1.000 1.337 <br /> 3 6000 0.15 <br /> Loads: 6.15 Kips 0.15 Kips <br /> Avg Load= 2000.0 0.025 ratio <br /> Summary of Data Top Level= 10.33 Feet <br /> Summation of Rack Load = 6.15 Kips <br /> Total Base Shear/Column = 1.337 Kips 0.217 <br />
The URL can be used to link to this page
Your browser does not support the video tag.