My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3510 S Woodland Pl - Plan
PBA
>
Building
>
ProjectDox
>
W
>
Woodland Pl
>
3510 S Woodland Pl
>
3510 S Woodland Pl - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/1/2025 12:08:28 PM
Creation date
6/1/2025 12:07:46 PM
Metadata
Fields
Template:
Plan
Permit Number
20178613
101113703
Full Address
3510 S Woodland Pl
Document Relationships
101113703 - Permit
(Permit - Plan)
Path:
\Building\Permits\W\Woodland Pl\3510 S Woodland Pl
20178613 - Permit
(Permit - Plan)
Path:
\Building\Permits\W\Woodland Pl\3510 S Woodland Pl
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
42
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:20.22.3.31 ERUSU CONSULTANTS US (c) ENERCALC INC 1983-2022 <br />DESCRIPTION: 2x6 Rafters @ 24" o.c. (Wind Condition_Uplift) (Strength Check) <br />Project File: 2x6 Joist @ 24 O.C_ Copy.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 13 DEC 2022, 1:12PM <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 0.106 0.181 1.25 1.300 1.15 1.00 1.00 0.11 178.35 1681.88 0.22 225.001.00 40.77 <br />1.00Length = 12.0 ft 2 0.470 0.181 1.25 1.300 1.15 1.00 1.00 0.50 790.87 1681.88 0.22 225.001.00 40.77 <br />1.00+D+S+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.033 0.138 1.15 1.300 1.15 1.00 1.00 0.03 51.41 1547.33 0.16 207.001.00 28.55 <br />1.00Length = 12.0 ft 2 0.507 0.138 1.15 1.300 1.15 1.00 1.00 0.49 784.98 1547.33 0.16 207.001.00 28.55 <br />1.00+D+0.750Lr+0.750L+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.087 0.168 1.25 1.300 1.15 1.00 1.00 0.09 146.62 1681.88 0.21 225.001.00 37.72 <br />1.00Length = 12.0 ft 2 0.469 0.168 1.25 1.300 1.15 1.00 1.00 0.50 789.39 1681.88 0.21 225.001.00 37.72 <br />1.00+D+0.750L+0.750S+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.033 0.138 1.15 1.300 1.15 1.00 1.00 0.03 51.41 1547.33 0.16 207.001.00 28.55 <br />1.00Length = 12.0 ft 2 0.507 0.138 1.15 1.300 1.15 1.00 1.00 0.49 784.98 1547.33 0.16 207.001.00 28.55 <br />1.00+D+0.60W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.038 0.230 1.60 1.300 1.15 1.00 1.00 0.05 81.88 2152.80 0.36 288.001.00 66.27 <br />1.00Length = 12.0 ft 2 0.824 0.230 1.60 1.300 1.15 1.00 1.00 1.12 1,774.24 2152.80 0.36 288.001.00 66.27 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.022 0.112 1.60 1.300 1.15 1.00 1.00 0.03 46.65 2152.80 0.18 288.001.00 32.32 <br />1.00Length = 12.0 ft 2 0.527 0.142 1.60 1.300 1.15 1.00 1.00 0.71 1,133.76 2152.80 0.22 288.001.00 40.83 <br />1.00+D+0.750L+0.750S+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.023 0.148 1.60 1.300 1.15 1.00 1.00 0.03 48.56 2152.80 0.23 288.001.00 42.56 <br />1.00Length = 12.0 ft 2 0.528 0.148 1.60 1.300 1.15 1.00 1.00 0.72 1,137.41 2152.80 0.23 288.001.00 42.56 <br />1.00+0.60D+0.60W+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.048 0.270 1.60 1.300 1.15 1.00 1.00 0.06 102.44 2152.80 0.43 288.001.00 77.69 <br />1.00Length = 12.0 ft 2 0.968 0.270 1.60 1.300 1.15 1.00 1.00 1.31 2,083.47 2152.80 0.43 288.001.00 77.69 <br />1.00+D+0.70E+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.024 0.099 1.60 1.300 1.15 1.00 1.00 0.03 51.41 2152.80 0.16 288.001.00 28.55 <br />1.00Length = 12.0 ft 2 0.365 0.099 1.60 1.300 1.15 1.00 1.00 0.49 784.98 2152.80 0.16 288.001.00 28.55 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.024 0.099 1.60 1.300 1.15 1.00 1.00 0.03 51.41 2152.80 0.16 288.001.00 28.55 <br />1.00Length = 12.0 ft 2 0.365 0.099 1.60 1.300 1.15 1.00 1.00 0.49 784.98 2152.80 0.16 288.001.00 28.55 <br />1.00+0.60D+0.70E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.014 0.059 1.60 1.300 1.15 1.00 1.00 0.02 30.85 2152.80 0.09 288.001.00 17.13 <br />1.00Length = 12.0 ft 2 0.219 0.059 1.60 1.300 1.15 1.00 1.00 0.30 470.99 2152.80 0.09 288.001.00 17.13 <br />. <br />Location in SpanLoad Combination Max. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />W Only 1 1.0884 0.000 0.0000 0.000 <br />W Only20.0000 0.000 -2.0621 5.966 <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 -1.037 -0.596 <br />Overall MINimum 0.163 0.001 <br />+D+H 0.196 0.145 <br />+D+L+H 0.196 0.145 <br />+D+Lr+H 0.359 0.146 <br />+D+S+H 0.196 0.145 <br />+D+0.750Lr+0.750L+H 0.318 0.145 <br />+D+0.750L+0.750S+H 0.196 0.145 <br />+D+0.60W+H -0.426 -0.213 <br />+D+0.750Lr+0.750L+0.450W+H -0.148 -0.123 <br />+D+0.750L+0.750S+0.450W+H -0.271 -0.123 <br />+0.60D+0.60W+0.60H -0.505 -0.270 <br />+D+0.70E+0.60H 0.196 0.145 <br />+D+0.750L+0.750S+0.5250E+H 0.196 0.145 <br />+0.60D+0.70E+H 0.118 0.087 <br />D Only 0.196 0.145 <br />Lr Only 0.163 0.001 <br />W Only -1.037 -0.596 <br />H Only <br />3510 S Woodland <br />Pl02/10/23
The URL can be used to link to this page
Your browser does not support the video tag.