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6217 8TH ST
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6217 8TH ST
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Last modified
5/1/2017 9:18:47 AM
Creation date
5/1/2017 8:59:16 AM
Metadata
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Building Plans
Street #
6217 8TH ST
Location
8TH ST
Owner
BELL SOUTH
Building Plans - Permit #
7848B
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, i � ; <br /> � � <br /> ; <br /> � � LOADING CONDITION; D ao��aa=»»>=a�v���=s�=a»�»���n»a�saam�.�v»a�n���»>_ <br /> % <br /> ' BARE - 105 MPH WIND AT AZ 180 <br /> � I , <br /> I <br /> � <br /> � I <br /> , I i <br /> �=I =______�_�_ _����___�__==»=»a�»�e�==��»_�__�_�___�����_______»�___��_ <br /> ' MAST - Latticed ITower Analysis (Unguyed) (c) 1997 Guymast Inc. <br /> i , <br /> Phone: (416) 736-7453 <br /> � I <br /> Processed under license at: Fax : (416) 736-4372 <br /> I � <br /> URS TELECOP4`tONZCATIONS, INC. - Washington, DC on: 13 may 1998 at: 9:19:25 <br /> ==a===�=�_="�-�I ==a=����_�����_�=»>=aa���==��_____'__�_�'�_""_�=�=��n�e�e= <br /> ' - =I= <br /> I <br /> ' __ �en»a..�� �»aaa» <br /> MAXZMUM MAST DISPLACEMENTS: <br /> I <br /> �I� <br /> _ �_ <br /> ' � ELEV � �---DEFLECTIONS (ft)----- --TZLTS (DEG)--- TWIST <br /> ft NORTH EAST DOWN NORTH EAST DEG <br /> • 190.0 1�305 D -1:131 B .009 D .753 D -.655 B -.134 A <br /> ' I' ' <br /> 185.0 1:236 D -1.071 B .008 D .747 D -.650 B -.133 A <br /> ; 180.0 1I170 D -1.013 B .007 D .734 D -.637 B -.131 A <br /> 175.0 1I104 D -.956 B .007 D .721 D -.625 B -.129 A <br /> ' 170.0 1I041 D -.901 B .009 D .701 D -.608 B -.125 A <br /> 165.0 I977 D -.846 B .006 D .674 D -.584 B -.120 A <br /> 160.0 I917 D -.794 B .006 D .639 D -.553 B -.114 A <br /> I, <br /> � ' 153.3 I842 D -.729 B .005 D .605 D -.524 B -.106 A <br /> � 146.7 III71 D -.668 B .005 D .566 D -.490 B -.098 A <br /> 140.0 1i05 D -.610 B .004 D .523 D -.452 B -.090 A <br /> 133.3 I643 D -.557 B .004 D .499 D -.432 B -.083 A <br /> , I <br /> 126.7 I582 D -.505 B .004 D .473 D -.409 B -.075 A <br /> j 120.0 I527 D -.456 B .003 D .446 D -.386 S -.068 A <br /> II <br /> 113.3 .471 D -.409 B .003 D .425 D -.368 B -.061 A <br /> � � 106.6 I419 D -.363 B .003 D .404 D -.349 B -.053 A <br /> i I <br /> 100.0 f369 D -.320 B .003 D .381 D -.330 B -.046 A <br /> 90.0 I301 D -.261 B .002 D .344 D -.298 B -.039 A <br />�I ' i 80.0 I240 D -.209 B .002 D .305 D -.264 B -.033 A <br /> � 70.0 I184 D -.160 B .002, D .263 D -.228 B -.026 A <br /> � 60.0 'I138 D -.120 B .001 D .220 D -.190 H -.021 A <br /> � I <br /> � 50.0 I098 D -.085 B .001 D .182 D -.158 B -.017 A <br /> ' I I � <br /> � 40.0 066 D -.058 B .001 D .144 D -.125 B -.013 A <br /> i 30.0 I039 D -.034 B .001 A .104 D -.090 B -.009 A <br /> i 20.0 I021 D -.018 B .000 B .064 D -.055 H -.006 A <br /> ' � 10.0 I007 D -.006 B .000 A .032 D -.028 B -.003 A <br /> .0 I.000 A .000 A .000 A .000 A .000 A .000 A <br /> ' MAXIMUM TENSION iN MAST MENIDERS (kip) <br /> a��=�aea��e��nai� �a»>�a�a�="�'_�_� <br /> , ELEV LEGS DIAG HORIZ BRACE <br /> � <br />
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