My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2900 GRAND AVE WATERLINE GYM 2025-01-10
>
Address Records
>
GRAND AVE
>
2900
>
WATERLINE GYM
>
2900 GRAND AVE WATERLINE GYM 2025-01-10
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/10/2025 11:18:32 AM
Creation date
1/10/2025 10:33:41 AM
Metadata
Fields
Template:
Address Document
Street Name
GRAND AVE
Street Number
2900
Tenant Name
WATERLINE GYM
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.
/
88
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
I • <br /> Vert. Distribution of Seismic Forces for the Equiv. Lateral Force Procedure <br /> Per IBC 2018 &ASCE 7-16 <br /> Structure: Waterline TI <br /> Seismic Parameters <br /> IE: 1.00 per ASCE Table 1.5-2 <br /> Sips(g-sec): 0.94 per ASCE 11.4.4 <br /> Period(Sec): 0.11 per ASCE 12.8.2.1 <br /> k: 1.00 per ASCE 12.8.3 <br /> Vertical Distribution of Seismic Forces per ASCE 12.8.3 <br /> Fx= CvxV per ASCE Eq. 12.8-11 <br /> Cox= (wxhxk)/(Swihik)per ASCE Eq. 12.8-12 <br /> Level I hx(ft) wx(k) %of Wtotai I wx*hxk Cvx(%) Fx(k) Vx(k) <br /> Mezzanine 10.00 52.62 100.0% 526.2 100.0% 7.64 7.64 <br /> Total WT(k): 52.62 Sum: 526 <br /> Cs-use: 0.145 <br /> V(k): 7.64 per ASCE 12.8.1 <br /> Vertical Distribution of Seismic Diaphragm Forces per ASCE 12.10.1.1 <br /> Fpx= (SFi/Swi)*wpx per ASCE Eq 12.10-1 <br /> Fpx.max= 0.4*SDs*IE*wPx per per ASCE 12.10.1.1 <br /> FPx-min= 0.2*SDs*IE*wpx per per ASCE 12.10.1.1 <br /> Diaphragm/Story <br /> Level I wpx(k) I Zwi(k) Fx(k) XF;(k) I Fpx(k) Notes Force Ratio <br /> Mezzanine 52.62 52.62 7.64 7.64 9.93 =Fp-min 1.300 <br /> Thd ConsultingA S Engineers323 LLC Project: Waterline TI Date: 6/9/23 Job No: 23208.01 <br /> 1511 irvenue, uite Designer: MW Sheet: 2jQuantum <br /> Seattle,WA 98101 Client: 2812 Checked By: <br />
The URL can be used to link to this page
Your browser does not support the video tag.