My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
601 S Diamond St - Plan
PBA
>
Building
>
ProjectDox
>
D
>
Diamond St
>
601 S Diamond St
>
601 S Diamond St - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/30/2025 1:44:46 PM
Creation date
5/30/2025 8:01:03 AM
Metadata
Fields
Template:
Plan
Permit Number
20177641
101112366
Full Address
601 S Diamond St
Document Relationships
101112366 - Permit
(Permit - Plan)
Path:
\Building\Permits\D\Diamond St\601 S Diamond St
20177641 - Permit
(Permit - Plan)
Path:
\Building\Permits\D\Diamond St\601 S Diamond St
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
39
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
Wood Beam <br />LIC# : KW-06014559, Build:20.22.4.16 ERUSU CONSULTANTS US (c) ENERCALC INC 1983-2022 <br />DESCRIPTION: 2x4 Rafters @ 24" o.c. (Wind Condition_Downward) (Strength Check) <br />Project File: 2x4 Joist @ 24 O.C..ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 29 SEP 2022, 5:24PM <br />Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C i C L C C CCF/V m r td <br />Shear ValuesMax Stress Ratios <br />M CV fb M fv F'b V F'vSegment Length <br />1.00Length = 2.0 ft 1 0.227 0.194 1.25 1.500 1.15 1.00 1.00 0.11 440.42 1940.63 0.15 225.001.00 43.59 <br />1.00Length = 9.50 ft 2 0.495 0.194 1.25 1.500 1.15 1.00 1.00 0.24 959.88 1940.63 0.15 225.001.00 43.59 <br />1.00+D+S+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.071 0.161 1.15 1.500 1.15 1.00 1.00 0.03 126.96 1785.38 0.12 207.001.00 33.39 <br />1.00Length = 9.50 ft 2 0.593 0.161 1.15 1.500 1.15 1.00 1.00 0.27 1,058.24 1785.38 0.12 207.001.00 33.39 <br />1.00+D+0.750Lr+0.750L+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.187 0.182 1.25 1.500 1.15 1.00 1.00 0.09 362.06 1940.63 0.14 225.001.00 41.04 <br />1.00Length = 9.50 ft 2 0.507 0.182 1.25 1.500 1.15 1.00 1.00 0.25 984.18 1940.63 0.14 225.001.00 41.04 <br />1.00+D+0.750L+0.750S+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.071 0.161 1.15 1.500 1.15 1.00 1.00 0.03 126.96 1785.38 0.12 207.001.00 33.39 <br />1.00Length = 9.50 ft 2 0.593 0.161 1.15 1.500 1.15 1.00 1.00 0.27 1,058.24 1785.38 0.12 207.001.00 33.39 <br />1.00+D+0.60W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.112 0.262 1.60 1.500 1.15 1.00 1.00 0.07 277.42 2484.00 0.26 288.001.00 75.52 <br />1.00Length = 9.50 ft 2 0.940 0.262 1.60 1.500 1.15 1.00 1.00 0.60 2,335.76 2484.00 0.26 288.001.00 75.52 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.191 0.252 1.60 1.500 1.15 1.00 1.00 0.12 474.91 2484.00 0.25 288.001.00 72.64 <br />1.00Length = 9.50 ft 2 0.782 0.252 1.60 1.500 1.15 1.00 1.00 0.50 1,943.19 2484.00 0.25 288.001.00 72.64 <br />1.00+D+0.750L+0.750S+0.450W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.097 0.226 1.60 1.500 1.15 1.00 1.00 0.06 239.80 2484.00 0.23 288.001.00 64.99 <br />1.00Length = 9.50 ft 2 0.812 0.226 1.60 1.500 1.15 1.00 1.00 0.51 2,016.09 2484.00 0.23 288.001.00 64.99 <br />1.00+0.60D+0.60W+0.60H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.091 0.216 1.60 1.500 1.15 1.00 1.00 0.06 226.64 2484.00 0.22 288.001.00 62.16 <br />1.00Length = 9.50 ft 2 0.770 0.216 1.60 1.500 1.15 1.00 1.00 0.49 1,912.93 2484.00 0.22 288.001.00 62.16 <br />1.00+D+0.70E+0.60H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.051 0.116 1.60 1.500 1.15 1.00 1.00 0.03 126.96 2484.00 0.12 288.001.00 33.39 <br />1.00Length = 9.50 ft 2 0.426 0.116 1.60 1.500 1.15 1.00 1.00 0.27 1,058.24 2484.00 0.12 288.001.00 33.39 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.051 0.116 1.60 1.500 1.15 1.00 1.00 0.03 126.96 2484.00 0.12 288.001.00 33.39 <br />1.00Length = 9.50 ft 2 0.426 0.116 1.60 1.500 1.15 1.00 1.00 0.27 1,058.24 2484.00 0.12 288.001.00 33.39 <br />1.00+0.60D+0.70E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.031 0.070 1.60 1.500 1.15 1.00 1.00 0.02 76.17 2484.00 0.07 288.001.00 20.03 <br />1.00Length = 9.50 ft 2 0.256 0.070 1.60 1.500 1.15 1.00 1.00 0.16 634.94 2484.00 0.07 288.001.00 20.03 <br />. <br />Location in SpanLoad Combination Max. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.60W+H10.0000 0.000 -0.6918 0.000 <br />+D+0.60W+H 2 1.0812 4.777 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum 0.392 0.185 <br />Overall MINimum 0.318 0.140 <br />+D+H 0.154 0.101 <br />+D+L+H 0.154 0.101 <br />+D+Lr+H 0.280 0.094 <br />+D+S+H 0.154 0.101 <br />+D+0.750Lr+0.750L+H 0.248 0.096 <br />+D+0.750L+0.750S+H 0.154 0.101 <br />+D+0.60W+H 0.345 0.185 <br />+D+0.750Lr+0.750L+0.450W+H 0.392 0.159 <br />+D+0.750L+0.750S+0.450W+H 0.297 0.164 <br />+0.60D+0.60W+0.60H 0.283 0.144 <br />+D+0.70E+0.60H 0.154 0.101 <br />+D+0.750L+0.750S+0.5250E+H 0.154 0.101 <br />+0.60D+0.70E+H 0.092 0.060 <br />D Only 0.154 0.101 <br />Lr Only 0.126 -0.006 <br />W Only 0.318 0.140 <br />H Only <br />601 S Diamond St <br />01/10/23
The URL can be used to link to this page
Your browser does not support the video tag.