My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
19-20776
Zephyrhills
>
Building Department
>
Permits
>
2019
>
19-20776
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/15/2020 10:12:32 AM
Creation date
1/14/2020 9:27:59 AM
Metadata
Fields
Template:
Building Department
Company Name
CROWN CASTLE GT COMPANY LLC
Building Department - Doc Type
Permit
Permit #
19-20776
Building Department - Name
CROWN CASTLE GT COMPANY LLC
Address
38522 A AVE
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
108
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
November 29, 2018 <br /> 287.667 Ft Self Support Tower Structural Analysis CC/BU No 816298 <br /> Project Number 9800.816298,Phase 2, Order 468057, Revision 3 Page 8 <br /> Section Component Critical SF*P_allow % <br /> Elevation(ft) Size P(K) Pass 1 Fail <br /> No. Type Element (K) Capacity <br /> 121.667 I Bracing <br /> T12 121.667- Redund Horz 1 L2 1/2x1 1/2x3/16 501 4.123 7.071 58.3 Pass <br /> 96.5843 Bracing <br /> T13 96.5843--71.5 Redund Horz 1 L2 1/2x2x3/16 554 -5.090 11.092 45.9 Pass <br /> Bracing <br /> T14 71.5-51.417 Redund Horz 1 L2 1/2x2x3/16 629 6.112 8.477 72.1 Pass <br /> Bracing <br /> T15 51.417- Redund Horz 1 21-2 1/2x2x3/16x1/4 693 6.937 39.885 17.4 Pass <br /> 31.334 Bracing <br /> T16 31.334-0 Redund Horz 1 L2 1/2x2 1/2x1/4(rz) 800 -6.689 28.373 23.6 Pass <br /> Bracing <br /> T10 170.833- Redund Horz 2 L2 1/2x2 1/2x3/16 348 2.308 7.559 30.5 Pass <br /> 146.75 Bracing <br /> T11 146.75- Redund Horz 2 L3x3x3/16 409 -3.169 10.426 30.4 Pass <br /> 121.667 Bracing <br /> T12 121.667- Redund Horz 2 L3x3x3/16 494 4.123 8.351 49.4 Pass <br /> 96.5843 Bracing <br /> T13 96.5843-71.5 Redund Horz 2 L3x3x1/4 555 5.090 8.915 57.1 Pass <br /> Bracing <br /> T14 71.5-51.417 Redund Horz 2 21-2 1/2x2 1/2x3/16 630 -6.112 7.496 81.5 Pass <br /> Bracing <br /> T15 51.417- Redund Horz 2 21-2 1/2 x 2 1/2 x 3116 x 703 -6.937 14.078 49.3 Pass <br /> 31.334 Bracing 5/16 <br /> T16 31.334-0 Redund Horz 2 L2 1/2x2 1/2x1/4(rz) 784 -6.689 9.471 70.6 Pass <br /> Bracing <br /> T16 31.334-0 Redund Horz 3 2L3x3x1/4x1/2 803 -6.689 36.382 18.4 Pass <br /> Bracing <br /> T3 272.5- Redund Diag 1 L2 1/2x2x3/16 80 0.250 7.325 3.4 Pass <br /> 247.333 Bracing <br /> T5 232.583- Redund Diag 1 L2 1/2x2x3/16 175 -0.625 8.708 7.2 Pass <br /> 222.166 Bracing <br /> T6 222.166- Redund Diag 1 L2 1/2x2 1/2x3/16 202 -1.407 9.595 14.7 Pass <br /> 209.583 Bracing <br /> T7 209.583-197 Redund Diag 1 L2 1/2x2 1/2x3/16 246 -1.071 8.925 12.0 Pass <br /> Bracing <br /> T8 197-181.3 Redund Diag 1 Bracing 21-2 1/2x2x3/16x1/4 279 -1.298 28.180 4.6 Pass <br /> T9 181.3- Redund Diag 1 L2 1/2x2 1/2x3/16 320 -1.357 .9.124 14.9 Pass <br /> 170.833 Bracing <br /> T10 170.833- Redund Diag 1 2L2 1/2x2x3/16xl/4 349 -2.495 31.038 8.0 Pass <br /> 146.75 Bracing <br /> T11 146.75- Redund Diag 1 21-2 1/2x2x3/16x1/4 410 -3.228 27.123 11.9 Pass <br /> 121.667 Bracing <br /> T12 Redund Diag 1 <br /> 96.58433 Bracing 2L2 1/2x2x3/16x1/4 F495 -3.868 26.092 14.8 Pass <br /> 96.58 � <br /> T13 96.5843-71.5 Redund Diag 1 21-2 1/2x2x3/16x1/4 556 4.453 25.045 17.8 Pass <br /> Bracing <br /> T14 71.5-51.417 Redund Diag 1 21-2 1/2x2x3/16x1/4 631 -4.398 28.626 15.4 Pass <br /> Bracing <br /> T15 51.417- Redund Diag 1 21-2 1/2x2x3/16x1/4 695 -4.821 27.570 17.5 Pass <br /> 31.334 Bracing <br /> T16 31.334-0 Redund Diag 1 L2 1/2x2 1/2x1/4(rz) 802 -7.784 7.942 98.0 Pass <br /> Bracing <br /> T10 170.833- Redund Diag 2 21-2 1/2x2x3/16x1/4 350 -1.573 18.831 8.4 Pass <br /> 146.75 Bracing <br /> T11 146.75- Redund Diag 2 21-2 1/2x2x3/16x1/4 411 2.085 15.894 13.1 Pass <br /> 121.667 Bracing <br /> T12 121.667- Redund Diag 2 21-2 1/2x2x3/16x1/4 496 -2.591 13.938 18.6 Pass <br /> 96.5843 Bracing <br /> I <br /> tnxTower Report-version 8.0.4.0 <br />
The URL can be used to link to this page
Your browser does not support the video tag.