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40421 CHANCEY RD
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40421 CHANCEY RD
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Entry Properties
Last modified
5/17/2017 2:39:49 PM
Creation date
5/17/2017 2:34:01 PM
Metadata
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Template:
Building Plans
Street #
40421 CHANCEY RD
Location
CHANCEY RD
Contractor
UNIVERSAL STRUCTURES
Description
METAL BUILDING
Building Plans - Permit #
3064
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1/14/2004 ;fr�"°�� RoofDes.out ., ., Page 22 <br /> , ; � <br /> Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow <br /> I <br /> ---- --- ----- ----- ---- --- ------ ----- ---- --- ---- ------ ----- <br /> 1 RS I0 . 04 4 .25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 05 <br /> 2 RL I1 .27 4 .25 0 .30� MS -4 . 96 7 .43 0 . 67 RS 0 .30 -0 .93 1 . 64 <br /> 3 LL 1 . 08 2 . 06 0 . 52 LL 3 .25 5 .24 0 . 62 LL 0 . 66 -0 .34 1 . 67 <br /> 4 RL -1 . 03 2 . 06 0 . 50 MS -2 . 83 5 . 24 0 . 54 RL 0 .44 -0 .54 1 . 67 <br /> 5 LL 1 . 03 2 . 06 0 . 50 MS -2 . 83 5 . 24 0 . 54 LL 0 .44 -0 .54 1 . 67 <br /> ' 6 RL -1 . 08 2 . 06 0 . 52 RL 3 .25 5 .24 0 . 62 RL 0 . 66 -0 .34 1 . 67 <br /> � 7 LL 1 .27 4 . 25 0 .30 MS -4 . 96 7 .43 0 . 67 LS 0 .30 -0 . 93 1 . 64 <br /> 8 LS 0 . 03 4 .25 0 . 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 05 <br /> LAP BOLT SHEA�R: <br /> LAP BOLT SHEAR RATIO <br /> Span SHEAR(ik ) ( 0 . 5 in A3 0 7 ) <br /> Id � Left R�'ight Left Right <br /> ---- ---- --- ---- ----- <br /> . 2 0 .52 0 .25 <br /> � 3 0 . 66 0 .44 0 . 30 0 .21 <br /> 4 0 .44 b .49 0 .21 0 .23 <br /> 5 0 .49 0 .44 0 . 23 0 .21 <br /> 6 0 .44 0 . 66 0 .21 0 .30 <br /> 7 0 .52 0 .25 <br /> WEB CRIPPLING: <br /> , WEB CRIPPLING RATIO <br /> Bearing Width (in) Reqd_Flg_Width <br /> End 3� 4 5 6 For UC= 1 . 03 <br /> ----- --�i ---- ---- ---- --------- <br /> Left � 0 . 94 0 . 86 0 . 79 0 . 73 2 . 3 <br /> Right 0 . 94 0 . 86 0 . 79 0 . 73 2 .3 <br /> LOAD COMBINATION # 2 : DL+CO+LL+WP <br /> -------------------------------------------------- <br /> r PURLI ' ANALYS S : <br /> --------SHEAR(k ) -------- -------MOMENT (f-k ) ------- <br /> � Span � Left Left Right Right Left Left Mid-Span Right Right <br /> Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup <br /> ---- � ----- ----- ----- - ----- ----- ----- ----- ----- ----- I <br /> 1 0 . 00 -0 . 04 0 . 00 0 . 00 0 . 00 0 . 01 i <br /> 2 1 . 17 -1 .43 -1 . 77 0 . 01 -5 . 59 9 . 85 3 . 04 7 . 63 <br /> 3 1 . 55 1 .21 -1 . 06 -1 .40 7 . 63 3 . 66 -2 . 56 13 . 15 2 . 19 5 . 72 <br /> 4 1 .45 1 . 11 -1 . 16 -1. 50 5 . 72 2 . 04 -3 . 18 12 .29 2 . 53 6 .35 <br /> 5 1 . 50 1 . 16 -1 . 11 -1.45 6 .35 2 . 53 -3 . 18 12 . 71 2 . 04 5 .72 <br /> 6 1 .40 1 . 06 -1 .21 -1.55 5 . 72 2 . 19 -2 . 56 11 . 85 3 . 66 7 . 63 , <br /> 7 1 .77 1 .43 -1 . 17 7 . 63 3 . 04 -5 . 59 14 . 81 0 . 01 <br /> 8 0 . 04 0 . 00 0 . 01 0 . 00 0 .33 0 . 00 <br />
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