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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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Template:
Building Plans
Street #
40421 CHANCEY RD
Location
CHANCEY RD
Contractor
UNIVERSAL STRUCTURES
Description
METAL BUILDING
Building Plans - Permit #
3064
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t <br /> ' I/I4/�004 --;^�. RoofDes_out �.,;.. Page 15 <br /> .. , <br /> 3 1 .20 0 . 89 -1 . 19 -1 . 50 3 . 18 0 . 18 -3 .49 11 . 12 3 . 04 6 . 89 <br /> 4 1 .51 1 .20 -0 . 88 -1. 19 6 . 89 3 . 01 -3 . 62 13 . 97 -0 . 04 2 . 93 <br /> , 5 0 .25 0 .22 0 . 02 -0 . 01 2 . 93 2 .24 -0 . 13 24 . 07 -0 . 11 -0 . 12 <br /> 6 0 . 09 0 . 06 -0 . 14 -0 . 17 -0 . 12 -0 .35 -0 . 53 8 . 76 0 .41 0 . 86 <br /> 7 0 . 17 0 . 13 -0 . 10 0 . 86 0 .43 -0 .43 15 . 65 0 . 00 <br /> 8 0 . 00 0 . 00 0 . 00 0 . 00 0 .33 0 . 00 <br /> STRENGTH/DEFLiCTION: <br /> - Span -----�SHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) <br /> Id Loc Calc Al1ow UC Loc Calc Allow UC Loc UC Calc Allow <br /> 1 ' RS 0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 -0 . 01 <br /> � 2 RL ;0 .23 4 .25 0 . 05 RL 2 .48 6 . 12 0 .40 RL 0 . 11 0 .40 1 . 64 <br /> 3 RL �1 . 19 2 . 06 0 . 58 MS -3 .49 5 .24 0 . 67 RL 0 . 67 -0 . 78 1. 67 <br /> 4 LL 1.20 2 . 06 0 . 58 MS -3 . 62 5 .24 0 . 69 LL 0 . 67 -0 . 81 1 . 67 <br /> � 5 LL 0 .22 2 . 06 0 . 11 LL 2 .24 4 . 63 0 .48 LL 0 . 19 0 .36 1 . 67 <br /> ' 6 RL i0 . 14 2 . 06 0 . 07 MS -0 . 53 5 .24 0 . 10 RL 0 . 01 -0 . 09 1 . 67 <br /> . 7 LL 0 . 13 4 .25 0 . 03 LL 0 .43 � 6 . 12 0 . 07 LS 0 . 00 0 . 03 1. 64 <br /> 8 LS 0 . 00 4 .25 0 . 00 LS 0 . 00 7 .43 0 . 00 LS 0 . 00 0 . 00 <br /> LAP BOLT SHEAR: � <br /> LAP BOLT SHEAR RATIO <br /> Spa � SHEARI(Ik ) ( 0 .5in A307 ) <br /> Id Left R�ght Left Right <br /> ° ---- ---- -�I--- ---- ----- <br /> 2 0 24 0 . 12 <br /> 3 0 . 31 Oi. 60 0 . 14 0 .28 <br /> 4 0 . 60 � .25 0 .28 0 . 12 <br /> 5 0 .25 0 . 01 0 . 12 0 . 01 <br /> 6 0 . 01 0 . 08 0 . 01 0 . 04 <br /> 7 0 . 07 0 . 03 <br /> WEB C IPPLING: <br /> WEB CRIPPLING RATIO <br /> : Bearing Width (in) Reqd_Flg_Width <br /> End � 4 5 6 For UC= 1 . 03 <br /> ----- -- ---- ---- ---- -------------- <br /> Left 0 . �0 0 . 00 0 . 00 0 . 00 2 . 3 <br /> Right 0 . � 9 0 . 08 0 . 07 0 . 07 2 . 3 <br /> LOAD �OMBINATION $# 6 : DL+CO+SP <br /> ----- -------------------------------------------- <br /> PURLIN ANALYS�S : �i <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 />
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