My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1406 W 12th St - Plan
PBA
>
Building
>
ProjectDox
>
T
>
Twelfth St
>
1406 W Twelfth St
>
1406 W 12th St - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/1/2025 11:58:22 AM
Creation date
6/1/2025 11:58:10 AM
Metadata
Fields
Template:
Plan
Permit Number
20179684
101115144
Full Address
1406 W Twelfth St
Document Relationships
101115144 - Permit
(Permit - Plan)
Path:
\Building\Permits\T\Twelfth St\1406 W Twelfth St
20179684 - Permit
(Permit - Plan)
Path:
\Building\Permits\T\Twelfth St\1406 W Twelfth St
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:20.23.2.14 ERUSU CONSULTANTS US (c) ENERCALC INC 1983-2022 <br />DESCRIPTION: 2x4 Rafters @ 28" o.c. (Wind Condition_Uplift) (Strength Check) <br />Project File: 2x4 Joist @ 28 O.C.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 15 MAR 2023, 4:40PM <br />Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCM C F r t <br />Shear ValuesMax Stress Ratios <br />M CD V fb M fv F'b V F'vSegment Length Cfu <br />1.00 Length = 6.50 ft 2 0.356 0.159 1.00 1.500 1.15 1.00 1.00 0.14 553.4 1,552.5 0.10 180.01.00 28.5 1.00 <br />1.00 +D+Lr+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.264 0.187 1.25 1.500 1.15 1.00 1.00 0.13 513.1 1,940.6 0.15 225.01.00 42.0 1.00 <br />1.00 Length = 6.50 ft 2 0.264 0.187 1.25 1.500 1.15 1.00 1.00 0.13 513.1 1,940.6 0.15 225.01.00 42.0 1.00 <br />1.00 +D+S+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.083 0.127 1.15 1.500 1.15 1.00 1.00 0.04 147.9 1,785.4 0.09 207.01.00 26.2 1.00 <br />1.00 Length = 6.50 ft 2 0.310 0.138 1.15 1.500 1.15 1.00 1.00 0.14 553.4 1,785.4 0.10 207.01.00 28.5 1.00 <br />1.00 +D+0.750Lr+0.750L+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.217 0.169 1.25 1.500 1.15 1.00 1.00 0.11 421.8 1,940.6 0.13 225.01.00 38.1 1.00 <br />1.00 Length = 6.50 ft 2 0.244 0.169 1.25 1.500 1.15 1.00 1.00 0.12 473.1 1,940.6 0.13 225.01.00 38.1 1.00 <br />1.00 +D+0.750L+0.750S+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.083 0.127 1.15 1.500 1.15 1.00 1.00 0.04 147.9 1,785.4 0.09 207.01.00 26.2 1.00 <br />1.00 Length = 6.50 ft 2 0.310 0.138 1.15 1.500 1.15 1.00 1.00 0.14 553.4 1,785.4 0.10 207.01.00 28.5 1.00 <br />1.00 +D+0.60W+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.170 0.302 1.60 1.500 1.15 1.00 1.00 0.11 421.8 2,484.0 0.30 288.01.00 87.1 1.00 <br />1.00 Length = 6.50 ft 2 0.822 0.404 1.60 1.500 1.15 1.00 1.00 0.52 2,040.8 2,484.0 0.41 288.01.00 116.5 1.00 <br />1.00 +D+0.750Lr+0.750L+0.450W+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.002 0.163 1.60 1.500 1.15 1.00 1.00 0.00 5.5 2,484.0 0.16 288.01.00 46.9 1.00 <br />1.00 Length = 6.50 ft 2 0.603 0.287 1.60 1.500 1.15 1.00 1.00 0.38 1,498.5 2,484.0 0.29 288.01.00 82.5 1.00 <br />1.00 +D+0.750L+0.750S+0.450W+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.112 0.204 1.60 1.500 1.15 1.00 1.00 0.07 279.4 2,484.0 0.21 288.01.00 58.7 1.00 <br />1.00 Length = 6.50 ft 2 0.562 0.280 1.60 1.500 1.15 1.00 1.00 0.36 1,396.9 2,484.0 0.28 288.01.00 80.8 1.00 <br />1.00 +0.60D+0.60W+0.60H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.194 0.339 1.60 1.500 1.15 1.00 1.00 0.12 481.0 2,484.0 0.34 288.01.00 97.6 1.00 <br />1.00 Length = 6.50 ft 2 0.908 0.441 1.60 1.500 1.15 1.00 1.00 0.58 2,254.6 2,484.0 0.44 288.01.00 127.0 1.00 <br />1.00 +D+0.70E+0.60H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.060 0.091 1.60 1.500 1.15 1.00 1.00 0.04 147.9 2,484.0 0.09 288.01.00 26.2 1.00 <br />1.00 Length = 6.50 ft 2 0.223 0.099 1.60 1.500 1.15 1.00 1.00 0.14 553.4 2,484.0 0.10 288.01.00 28.5 1.00 <br />1.00 +D+0.750L+0.750S+0.5250E+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.060 0.091 1.60 1.500 1.15 1.00 1.00 0.04 147.9 2,484.0 0.09 288.01.00 26.2 1.00 <br />1.00 Length = 6.50 ft 2 0.223 0.099 1.60 1.500 1.15 1.00 1.00 0.14 553.4 2,484.0 0.10 288.01.00 28.5 1.00 <br />1.00 +0.60D+0.70E+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 2.0 ft 1 0.036 0.055 1.60 1.500 1.15 1.00 1.00 0.02 88.7 2,484.0 0.06 288.01.00 15.7 1.00 <br />1.00 Length = 6.50 ft 2 0.134 0.059 1.60 1.500 1.15 1.00 1.00 0.08 332.0 2,484.0 0.06 288.01.00 17.1 1.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />W Only 1 0.7518 0.000 0.0000 0.000 <br />W Only20.0000 0.000 -0.8827 3.232 <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 0.297 0.105 <br />Max Upward from Load Combinations 0.297 0.105 <br />Max Upward from Load Cases 0.162 0.105 <br />Max Downward from all Load Conditio -0.938 -0.833 <br />Max Downward from Load Combinations -0.482 -0.437 <br />Max Downward from Load Cases (Resis -0.938 -0.833 <br />+D+H 0.135 0.105 <br />+D+L+H 0.135 0.105 <br />+D+Lr+H 0.297 0.097 <br />1406 W 12th St <br />05/19/23
The URL can be used to link to this page
Your browser does not support the video tag.