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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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- ------ <br /> 1/14/2004 � `'"'!�� RoofDes.out Page 11 � <br /> , F�'�;�; .�-. <br /> � t'i. ;.. . <br /> I <br /> I <br /> 5 1 .34 I 1 . 03 -0 . 99 -1 .29 5 . 66 2 .25 -2 . 83 12 . 71 1 . 83 5 . 11 <br /> 6 1 .25 �I 0 . 94 -1. 08 -1 .38 5 . 11 1 . 96 -2 .29 11 . 86 3 .25 6 . 79 <br /> 7 1 . 57 j 1 .27 -1 . 02 6 . 79 2 . 71 -4 . 96 14 . 95 0 . 01 <br /> 8 0 . 03 � 0 . 00 0 . 01 0 . 00 0 .33 0 . 00 <br /> I <br /> $TRENGTH/DEFL'ECTION: <br /> . I <br /> Span ---- �SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION (in) <br /> Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow <br /> � <br /> . <br /> ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- <br /> l RS '0 . 04 4 . 25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 05 <br /> 2 RL =1 .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 �'i1 . 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 i1 .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(k } ( 0 .5in A307 ) <br /> Id Left R�'ight Left Right <br /> ---- ---- -��--- ---- ----- <br /> 2 �0� .5 2 0 .2 5 <br /> 3 0 . 66 0 .44 0 .30 0 .21 <br /> 4 0 .4 4 �0��.4 9 0 .21 0 .2 3 <br /> 5 0 .49 OI.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 /> Be�aring Width (in) Reqd_Flg_Width <br /> End 3 4 5 6 For UC= 1. 03 <br /> I <br />, ----- --�- ---- ---- ---- -------------- <br /> Left 0 . 94 0 . 86 0 . 79 0 . 73 2 . 3 <br /> Right O . �I 0 . 86 0 . 79 0 . 73 2 . 3 <br /> LOAD COMBINATION # 2 : DL+CO+LL+WP I <br /> -----4-------�------------------------------------ I <br /> PURLIN ANALYSIS : <br /> --------SHEAR(k ) -------- -------MOMENT (f-k ) ------- <br /> Span Left Left Right Right Left Left Mid-Span Right Right I <br /> Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup � <br /> - 1 ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ' <br /> 0 . 00 -0 . 04 0 . 00 0 . 00 0 . 00 0 . 01 <br />
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