My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2001-P04186 - accessory structure
Orono
>
Property Files
>
Street Address
>
O
>
Orchard Park Road
>
740 Orchard Park Road - 32-118-23-22-0007
>
Permits/Inspections
>
2001-P04186 - accessory structure
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:39:34 PM
Creation date
5/1/2018 1:04:53 PM
Metadata
Fields
Template:
x Address Old
House Number
740
Street Name
Orchard Park
Street Type
Road
Address
740 Orchard Park Road
Document Type
Permits/Inspections
PIN
3211823220007
Supplemental fields
ProcessedPID
Updated
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).
View images
View plain text
Ratio 0.81 <br /> Section Type RB1 <br /> Load Case No. 9 <br /> Member No. 147 <br /> Design Strength Joint No. 145 <br /> Axial Tension 56.06 kip Axial Force 40. 99 kip (comp) <br /> Axial Comp 45.83 kip Shear Force 0.07 kip <br /> Moment 12. 96 kip-in Moment 1.60 kip-in <br /> Ratio 1.00 <br /> Section Type LC1 <br /> Load Case No. 9 <br /> Member No. 81 <br /> Design Strength Joint No. 80 <br /> Axial Tension 264.46 kip Axial Force 44. 65 kip (comp) <br /> Axial Comp 226.23 kip Shear Force -0.07 kip <br /> Moment 86.76 kip-in Moment 3.29 kip-in <br /> Ratio 0.14 <br /> Section Type PC1 <br /> Load Case No. 9 <br /> Member No. 240 <br /> Design Strength Joint No. 108 <br /> Axial Tension 264.46 kip Axial Force 13.25 kip (tension) <br /> Axial Comp 226.23 kip Shear Force -0.12 kip <br /> Moment 86.76 kip-in Moment 2.55 kip-in <br /> Ratio 0.05 <br /> Section Type LX1 <br /> Load Case No. 9 <br /> Member No. 211 <br /> Design Strength Joint No. 80 <br /> Axial Tension 67.49 kip Axial Force 13.25 kip (comp) <br /> Axial Comp 52.24 kip Shear Force -0.20 kip <br /> Moment 9.36 kip-in Moment -3.44 kip-in <br /> Ratio 0.58 <br /> Section Type BP1 <br /> Load Case No. 9 <br /> Member No. 303 <br /> Design Strength Joint No. 2 <br /> Axial Tension 170.10 kip Axial Force 5.66 kip (comp) <br /> Axial Comp 159.73 kip Shear Force -8.09 kip <br /> Moment 64.80 kip-in Moment -40.21 kip-in <br /> Ratio 0. 64 <br /> 15 <br />
The URL can be used to link to this page
Your browser does not support the video tag.