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2016-01260 - attached deck
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2340 Glendale Cove Lane- 34-118-23-33-0062
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2016-01260 - attached deck
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Last modified
8/22/2023 4:56:53 PM
Creation date
12/14/2016 2:02:59 PM
Metadata
Fields
Template:
x Address Old
House Number
2340
Street Name
Glendale Cove
Street Type
Lane
Address
2340 Glendale Cove Lane
Document Type
Permits/Inspections
PIN
3411823330062
Supplemental fields
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Updated
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4 <br /> v�er �-l.��e� <br /> � <br /> � � � <br /> , j ! BeamChek v2010/icensed fo:J L White Co lnc �e�g#.230,8-64395 ; <br /> ! i � CEIVED , <br /> ` i ' :.; Date:9/07/16 4 2016 � <br /> • � n� 1 <br /> Se/ection i W 10x 17 36 ksi�de Flange Steel '� Lateral Supqort: Lc=4.2 ft max. � , <br /> • Conditions Actual Size is 4 x 10-1/8 in. �� r -�/ OF ORONO � <br /> I Min Bearing Length R1=0.8 in. R2=0.8 in. (1.0) DL Qe,fl= 0_35 in Recom Camber 0.33�r1 ' I <br /> I ata � Beam Span 16.0 ft . � <br /> I Beam Wt per ft '17.0# Reaction 1 TL 44_ # Reaction 2 TL 4452# <br /> ( ! Bm Wt Included 272# Maximum V 44Gr�# '� <br /> ! Max Moment 17163'# Max V(Reduced) N/A <br /> � TL Max Defl L/240 TL Actual Defl L/543 <br /> � <br /> Aitributes Secfion (ing) Shear(in2) TL Defl (in) <br /> Actual 16.20 2.43 0.35 <br /> Critica( 8.67 0.31 0.80 <br /> Status OK OK OK <br /> Ratio i 54% 13% 44% <br /> Fb (psi) Fv(psi) E(psi x milj <br /> alues Ref. Value Fy 36000 36000 29.0 <br /> � Ad'usted Values 23760 14400 29.0 <br /> i diustments YP Factor, Lc 0.66 0.40 <br /> I <br /> ; � <br /> ; <br /> � <br /> � <br /> Loads i <br /> � Par Unif TL Start End <br /> I H=570 0 6A <br /> � I =465 6.0 10.5 <br /> � J=5:70 10.5 16.0 <br /> i <br /> i <br /> , I J <br /> � � � <br /> I H � <br /> i � 0 <br /> R1 =4467 R2=4452 <br /> I SPAN= 16 FT <br /> � Uniform and partial uniform loads are Ibs per lineai ft. <br /> � <br /> i <br /> i � <br /> i <br /> � <br /> I <br /> � <br />
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