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40421 CHANCEY RD
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40421 CHANCEY RD
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Last modified
5/17/2017 2:39:49 PM
Creation date
5/17/2017 2:34:01 PM
Metadata
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Building Plans
Street #
40421 CHANCEY RD
Location
CHANCEY RD
Contractor
UNIVERSAL STRUCTURES
Description
METAL BUILDING
Building Plans - Permit #
3064
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1/I4/2004 I ,��`'��; RoofDes. out _ Page 8 <br /> ,. , �' <br /> I ' �� <br /> 'i <br /> � <br /> Id Id Size (ft) Left Right Space Row Brace Weight Weight <br /> --- ---- -------- ----- ----- ----- ----- --- ----- ------ ------ <br /> 1 9Z1I � 0 . 33 4 . 86 1 0 1 . 3 1 .3 <br /> 1 2 9Z14� i 24 . 67 � 2 . 88 4 . 86 1 1 110 .2 110 .2 <br /> 2 3 9Z16i � 25 . 00 2 . 88 2 . 88 4 . 86 1 1 97 . 1 97 . 1 <br /> 3 4 9Z16�� � 25 . 00 2 . 88 2 . 88 4 . 86 1 1 97 . 1 97 . 1 <br /> 4 5 9Z16 � 25 . 00 2 . 88 2 . 88 4 . 86 1 1 97 . 1 97 . 1 <br /> 5 6 9Z16 ' 25 . 00 2 . 88 2 . 88 4 . 86 1 1 97 . 1 97 . 1 <br /> 6 7 9Z14j 24 . 67 2 . 88 4 . 86 1 1 110 .2 110 .2 <br /> 8 9Z14 � 0 .33 4 . 86 1 0 1 .3 103 <br /> � <br /> _ i ------ <br /> i Total (lb) = 611. 7 <br /> ' <br /> � Purlin DL= 0 . 84 (psf ) <br /> i <br /> I <br /> I <br /> LOAD COMBINATZON # 2 : DL+CO+LL+WP <br /> li <br /> --------------�------------------------------------ <br /> I <br /> i <br /> �� <br /> i <br /> PURLIN ANALYSIIS : <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 /> ---- ----- �---- ----- ----- <br /> ----- ----- ----- ----- ----- ----- <br /> 1 0 . 00 I -0 . 04 0 . 00 0 . 00 0 . 00 0 . 01 <br /> 2 1 .22 ! -1 . 52 -1 . 88 0 . 01 -5 . 94 9 . 72 3 .24 8 . 13 <br /> 3 1 . 66 1 .29 -1 . 13 -1 .49 8 . 13 3 . 90 -2 . 74 13 . 14 2 . 34 6 . 12 <br /> 4 1 . 55 1 . 19 -1 . 24 -1 . 60 6 . 12 2 . 19 -3 .39 12 .29 2 . 70 6 . 78 <br /> 5 1 . 60 1 .24 -1 . 19 -1 . 55 6 . 78 2 . 70 -3 . 39 12 . 71 2 . 19 6 . 12 <br /> 6 1 .49 1 . 13 -1 .29 -1 . 66 6 . 12 2 . 34 -2 . 74 11 . 86 3 . 90 8 . 13 <br /> 7 1 . 88 1 . 52 -1 . 22 8 . 13 3 .24 -5 . 94 14 . 95 0 . 01 <br /> 8 0 . 04 0 . 00 0 . 01 0 . 00 0 .33 0 . 00 i <br /> STRENC�-TH/DEFLECTION: <br /> Span ------�SHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) <br /> Id Loc Qalc Allow UC Loc Calc Allow UC Loc UC Calc Allow <br /> • I <br /> ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- <br /> I <br /> 1 RS -0 . 04 4 . 25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 06 <br /> 2 RL -1 . 52 4 .25 0 . 36 MS -5 . 94 7 .43 0 . 80 RS 0 .43 -1 . 14 2 .47 <br /> a 3 LL 1 .29 2 . 06 0 . 63 LL 3 . 90 5 . 24 0 . 74 LL 0 . 95 -0 .41 2 . 50 <br /> 4 RL -1 .24 2 . 06 0 . 60 MS -3 .39 5 . 24 0 . 65 RL 0 . 63 -0 . 66 2 . 50 <br /> 5 LL 1 . 24 2 . 06 0 . 60 MS -3 . 39 5 . 24 0 . 65 LL 0 . 63 -0 . 66 2 . 50 <br /> 6 RL -1 .29 2 . 06 0 . 63 RL 3 . 90 5 . 24 0 . 7.4 RL 0 . 95 -0 .41 2 . 50 <br /> 7 LL � . 52 4 .25 0 . 36 MS -5 . 94 7 .43 0 . 80 LS 0 .43 -1 . 14 2 .47 <br /> 8 LS 0 . 04 4 .25 0 . 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 06 <br /> LAP BOLT SHEAR: <br /> LAP BO T SHEAR RATIO <br /> Span SHEAR( �� ) ( 0 . 5 in A3 0 7 ) <br /> Id Left Ri�ht Left Right <br />
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