My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2710 N Laird St & 2209 W Laramore Ln - Plan
PBA
>
Building
>
ProjectDox
>
L
>
Laird St
>
2710 N Laird St
>
2710 N Laird St & 2209 W Laramore Ln - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/13/2025 4:56:01 AM
Creation date
6/1/2025 12:04:25 PM
Metadata
Fields
Template:
Plan
Permit Number
101119194
101119195
Full Address
2710 N Laird St
2209 W Laramore Ln
Street Number
2710
2209
Street Direction
N
W
Street Name
Laird
Laramore
Street Suffix
St
Ln
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
117
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
Beam on Elastic Foundation <br />LIC# : KW-06014251, Build:20.23.2.14 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2022 <br />DESCRIPTION:Grade Beam for WSWH @ Grind Lind 4 <br />Project File: 2710 Laird Ave Member Check.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Span # <br />Bending Stress Results ( k-ft )Location (ft)Load Combination <br />Mu : Max Stress RatioSegment Length Phi*Mnxin Span <br />+1.40D <br />Span # 1 1 5.603 -0.00 115.81 0.00 <br />+1.20D+0.50Lr+1.60L <br />Span # 1 1 5.603 -0.00 115.81 0.00 <br />+1.20D+1.60L <br />Span # 1 1 5.603 -0.00 115.81 0.00 <br />+1.20D+1.60Lr+0.50L <br />Span # 1 1 5.603 -0.00 115.81 0.00 <br />+1.20D+1.60Lr+0.50W <br />Span # 1 1 5.603 -0.00 115.81 0.00 <br />+1.20D+1.60Lr-0.50W <br />Span # 1 1 3.202 1.95 115.81 0.02 <br />+1.20D+0.50L <br />Span # 1 1 5.603 -0.00 115.81 0.00 <br />+1.20D+0.50W <br />Span # 1 1 5.603 -0.00 115.81 0.00 <br />+1.20D-0.50W <br />Span # 1 1 3.202 1.95 115.81 0.02 <br />+1.20D+0.50Lr+0.50L+W <br />Span # 1 1 5.603 -0.00 115.81 0.00 <br />+1.20D+0.50Lr+0.50L-W <br />Span # 1 1 3.202 3.89 115.81 0.03 <br />+1.20D+0.50L+W <br />Span # 1 1 5.603 -0.00 115.81 0.00 <br />+1.20D+0.50L-W <br />Span # 1 1 3.202 3.89 115.81 0.03 <br />+1.413D+0.50L+2.50E <br />Span # 1 1 5.603 -0.01 115.81 0.00 <br />+1.413D+0.50L-2.50E <br />Span # 1 1 3.202 6.08 115.81 0.05 <br />+0.90D+W <br />Span # 1 1 5.603 -0.00 115.81 0.00 <br />+0.90D-W <br />Span # 1 1 3.202 3.89 115.81 0.03 <br />+0.6866D+2.50E <br />Span # 1 1 5.603 -0.01 115.81 0.00 <br />+0.6866D-2.50E <br />Span # 1 1 3.202 6.08 115.81 0.05 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections - Unfactored Loads <br />Span 1 1 0.0330 5.670 0.0000 0.000 <br />.Detailed Shear Information <br />Load Combination <br />Vu (k)Span Distance 'd'Comment Phi*Vs <br />Req'd <br />d*Vu/MuMu <br />(ft)(k)(in)Actual Suggest(k-ft)Number (k) <br />Spacing (in) <br />Design <br />Phi*Vc <br />+1.413D+0.50L+2.50E 1 0.00 21.00 0.13 0.13 0.00 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 0.07 21.00 0.31 0.31 0.01 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 0.13 21.00 0.49 0.49 0.02 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 0.20 21.00 0.66 0.66 0.06 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 0.27 21.00 0.83 0.83 0.10 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 0.33 21.00 1.00 1.00 0.15 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 0.40 21.00 1.16 1.16 0.21 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 0.47 21.00 1.31 1.31 0.29 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 0.53 21.00 1.47 1.47 0.38 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 0.60 21.00 1.61 1.61 0.47 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 0.67 21.00 1.76 1.76 0.58 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 0.73 21.00 1.90 1.90 0.69 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 0.80 21.00 2.03 2.03 0.82 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 0.87 21.00 2.16 2.16 0.95 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 0.93 21.00 2.29 2.29 1.09 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 1.00 21.00 2.41 2.41 1.24 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 1.07 21.00 2.53 2.53 1.40 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 1.13 21.00 2.64 2.64 1.57 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 1.20 21.00 2.75 2.75 1.74 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 1.27 21.00 2.85 2.85 1.92 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 1.33 21.00 2.95 2.95 2.11 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 1.40 21.00 3.04 3.04 2.30 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />+1.413D+0.50L+2.50E 1 1.47 21.00 3.14 3.14 2.50 1.00 40.56 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024
The URL can be used to link to this page
Your browser does not support the video tag.