My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1401 E Joana Dr - Plan
PBA
>
Building
>
ProjectDox
>
J
>
Joana Dr
>
1401 E Joana Dr
>
1401 E Joana Dr - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/1/2025 11:58:04 AM
Creation date
6/1/2025 11:57:57 AM
Metadata
Fields
Template:
Plan
Permit Number
20183059
101119631
Full Address
1401 E Joana Dr
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
48
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:20.23.05.01 ERUSU CONSULTANTS US (c) ENERCALC INC 1983-2023 <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 />Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00Length = 16.0 ft 1 0.813 0.175 1.00 1.300 1.151.00 1.00 0.69 1,093.5 1,345.5 0.17 180.01.00 31.51.00 <br />1.00Length = 2.0 ft 2 0.038 0.175 1.00 1.300 1.151.00 1.00 0.03 51.4 1,345.5 0.02 180.01.00 31.51.00 <br />1.00+D+Lr+H 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.700 0.187 1.25 1.300 1.151.00 1.00 0.74 1,177.4 1,681.9 0.23 225.01.00 42.11.00 <br />1.00Length = 2.0 ft 2 0.106 0.187 1.25 1.300 1.151.00 1.00 0.11 178.4 1,681.9 0.09 225.01.00 42.11.00 <br />1.00+D+S+H 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.707 0.152 1.15 1.300 1.151.00 1.00 0.69 1,093.5 1,547.3 0.17 207.01.00 31.51.00 <br />1.00Length = 2.0 ft 2 0.033 0.152 1.15 1.300 1.151.00 1.00 0.03 51.4 1,547.3 0.02 207.01.00 31.51.00 <br />1.00+D+0.750Lr+0.750L+H 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.688 0.170 1.25 1.300 1.151.00 1.00 0.73 1,156.4 1,681.9 0.21 225.01.00 38.21.00 <br />1.00Length = 2.0 ft 2 0.087 0.170 1.25 1.300 1.151.00 1.00 0.09 146.6 1,681.9 0.07 225.01.00 38.21.00 <br />1.00+D+0.750L+0.750S+H 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.707 0.152 1.15 1.300 1.151.00 1.00 0.69 1,093.5 1,547.3 0.17 207.01.00 31.51.00 <br />1.00Length = 2.0 ft 2 0.033 0.152 1.15 1.300 1.151.00 1.00 0.03 51.4 1,547.3 0.02 207.01.00 31.51.00 <br />1.00+D+0.60W+H 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.569 0.156 1.60 1.300 1.151.00 1.00 0.77 1,224.4 2,152.8 0.25 288.01.00 44.91.00 <br />1.00Length = 2.0 ft 2 0.038 0.156 1.60 1.300 1.151.00 1.00 0.05 81.9 2,152.8 0.04 288.01.00 44.91.00 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.270 0.088 1.60 1.300 1.151.00 1.00 0.37 582.1 2,152.8 0.14 288.01.00 25.51.00 <br />1.00Length = 2.0 ft 2 0.022 0.088 1.60 1.300 1.151.00 1.00 0.03 46.7 2,152.8 0.02 288.01.00 25.51.00 <br />1.00+D+0.750L+0.750S+0.450W+H 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.300 0.089 1.60 1.300 1.151.00 1.00 0.41 645.0 2,152.8 0.14 288.01.00 25.81.00 <br />1.00Length = 2.0 ft 2 0.023 0.089 1.60 1.300 1.151.00 1.00 0.03 48.6 2,152.8 0.02 288.01.00 25.81.00 <br />1.00+0.60D+0.60W+0.60H 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.772 0.199 1.60 1.300 1.151.00 1.00 1.05 1,661.8 2,152.8 0.32 288.01.00 57.41.00 <br />1.00Length = 2.0 ft 2 0.048 0.199 1.60 1.300 1.151.00 1.00 0.06 102.4 2,152.8 0.05 288.01.00 57.41.00 <br />1.00+D+0.70E+0.60H 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.508 0.109 1.60 1.300 1.151.00 1.00 0.69 1,093.5 2,152.8 0.17 288.01.00 31.51.00 <br />1.00Length = 2.0 ft 2 0.024 0.109 1.60 1.300 1.151.00 1.00 0.03 51.4 2,152.8 0.02 288.01.00 31.51.00 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.508 0.109 1.60 1.300 1.151.00 1.00 0.69 1,093.5 2,152.8 0.17 288.01.00 31.51.00 <br />1.00Length = 2.0 ft 2 0.024 0.109 1.60 1.300 1.151.00 1.00 0.03 51.4 2,152.8 0.02 288.01.00 31.51.00 <br />1.00+0.60D+0.70E+H 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.305 0.066 1.60 1.300 1.151.00 1.00 0.41 656.1 2,152.8 0.10 288.01.00 18.91.00 <br />1.00Length = 2.0 ft 2 0.014 0.066 1.60 1.300 1.151.00 1.00 0.02 30.8 2,152.8 0.01 288.01.00 18.91.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />W Only10.0000 0.000 -2.9443 7.419 <br />W Only 2 1.0131 2.000 0.0000 7.419 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 0.245 0.369 <br />Max Upward from Load Combinations 0.245 0.369 <br />Max Upward from Load Cases 0.180 0.185 <br />Max Downward from all Load Conditio -0.731 -0.571 <br />Max Downward from Load Combinations -0.330 -0.231 <br />Max Downward from Load Cases (Resis -0.731 -0.571 <br />+D+H 0.180 0.185 <br />+D+L+H 0.180 0.185 <br />Page 12 <br />1401 E Joana Dr <br />11/27/2024
The URL can be used to link to this page
Your browser does not support the video tag.