My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
40421 CHANCEY RD
Zephyrhills
>
Building Department
>
Building Plans
>
40421 CHANCEY RD
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/17/2017 2:39:49 PM
Creation date
5/17/2017 2:34:01 PM
Metadata
Fields
Template:
Building Plans
Street #
40421 CHANCEY RD
Location
CHANCEY RD
Contractor
UNIVERSAL STRUCTURES
Description
METAL BUILDING
Building Plans - Permit #
3064
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
152
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
f � ---_ <br /> 1/14/2004 �r,�-�, RoofDes.out _ Page 19 <br /> -------------------------------------------------- <br /> PURLIN ANALYSIS : <br /> --------SHEAR (k ) -------- -------MOMENT (f-k ) ------- <br /> , Span Left Left Right Right Left Left Mid-Span Right Right <br /> _Idl Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup <br /> � ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- <br /> _ 1 0 . 00 -0 . 04 0 . 00 0 . 00 0 . 00 0 . 01 <br /> 2 1 .20 � -1. 15 -1 .46 0 . 01 -6 . 63 11 . 10 -0 .48 3 .28 <br /> 3 0 . 14 0 . 11 -0 . 09 -0 . 12 3 .28 2 . 91 2 .31 13 . 53 2 . 70 3 . 01 <br /> 4 1 . 34 1 . 03 -1 . 04 -1 .35 3 . 01 -0 .40 -5 .32 12 .43 -0 .26 3 . 18 <br /> 5 0 . 15 0 . 12 -0 . 08 -0 . 11 3 . 18 2 . 80 2 . 12 14 .20 2 .45 2 . 74 <br /> 6 1.28 0 . 97 -1 . 10 -1 .41 2-. 74 -0 . 50 -4 . 89 11 . 90 0 . 75 4 .36 <br /> 7 0 . 31 0 .28 0-. 05 4 .36 3 . 52 0 . 00 24 . 67 0 . 00 <br /> 8 � 0 . 00 0 . 00 0 . 00 0 . 00 0 . 33 0 . 00 <br /> � <br /> _ STRE�GTH/DEFLECTION: <br /> Span. -----��SHEAR(k ) ------ -----MOMENT(f-k ) ---- Mom+Shr DEFLECTION(in) <br /> -Id- Loc �alc Allow UC Loc Calc Allow UC Loc UC Calc Allow <br /> --- - � ----- ---- --- ------ ----- ---- --- ---- ------ ----- <br /> 1 RS 0 . 04 4 .25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 07 <br /> 2 LS 1 .20 4 .25 0 .28 MS -6 . 63 7 . 43 0 . 89 RS 0 . 10 -1 . 54 1 . 64 <br /> 3 LL 0 . 11 2 . 06 0 . 05 MS 2 .31 3 . 67 0 . 63 LL 0 .31 1 . 05 1 . 67 <br /> 4 RL 1 . 04 2 . 06 0 . 51 MS -5 . 32 5 . 24 1 . 02 RL 0 .26 -1 . 55 1 . 67 <br /> 5 ' LL 0 . 12 2 . 06 0 . 06 LL 2 . 80 4 . 63 0 . 60 LL 0 .29 1 . 00 1 . 67 <br /> 6 RL -1 . 10 2 . 06 0 . 53 MS -4 . 89 5 . 24 0 . 93 RL � . 31 -1 .39 1 . 67 <br /> 7 LL 0 .28 4 .25 0 . 07 LL 3 . 52 6 . 12 0 . 58 LL 0 .23 0 . 58 1 . 64 <br /> 8 LS 0 . 00 4 .25 0 . 00 LS 0 . 00 7 .43 0 . 00 LS 0 . 00 -0 . 02 <br />, LAP BOLT SHEA <br /> �. <br /> LAP BOLT SHEAR RATIO <br /> Span SHEAR(ik ) ( 0 . 5in A307 ) <br /> Id Left Ri�ght Left Right <br /> ---- ---- - ---- ----- <br /> " 2 0 .25 0 . 12 <br /> 3 0 .32 p .26 0 . 14 0 . 12 <br /> 4 0 .26 0 .28 0 . 12 0 . 13 <br /> : i <br /> 5 0 . 28 0 .24 0 . 13 0 . 11 <br /> 6 0 .24 b .42 0 . 11 0 . 19 <br /> 7 0 .34 0 . 16 <br /> WEB CRIPPLING <br /> WEB CRIPPLING RATIO <br /> B�aring Width (in) Reqd_Flg_Width <br /> End 3 4 5 6 For UC= 1 . 03 <br /> I <br /> ---- ---- ---- ---- ---- -------------- <br /> Left 1 . 10 1 . 00 0 . 92 0 . 85 3 . 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.