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Report T 1s 6G // 7E D I I 1 - N RECEIVED a- - SEP 27 2116 CITY OF TIGARD BUILDING DIVISION PO BOX 1965 Estacada, Oregon 97023 Byron Stamm 503-348-8619 VERTICAL ANALYSIS PROJECT NAME: 3"7" -54„..e„.1 © // PROJECT NO.: / /CU_ ecm DATE: 9'-- — �� r___;___________ _ ___________ . __________________________________ . , , . . .., 1 . . . • . . . .. . . . . . . . , . VERTICAL ANALYSIS LOAD 'TABULATIONS SEAM LOCATION SPAN TRIBUTARY LENGTi i P.L.F. PT. LOG. REACT40NS BEAM SIZE Q—$) (L.) ROOF FLR WALL .� via, 2 O + iw _ __ H _ ___ -_ __. .--• ,-.____i______.. - ___ . _ .__ ----- _- ._ ___...._ __ _- - ____.__,_..__- -- IIAC 4MS v LUES • LOADS (P5F.) • • ` PT. UNIFORM GLI5. 4 2400 F. ITEM 0,XnX 40 OF "I COMP. ROOF I5 40 25 21,LOC. PT, PLF. 4XTILE ROOF 25 25 25 OF *2 {5 PARALLAM = 20 PSL. FLOOR 15 55 5 1111 1111111 111 if.,t . GARAGE FLR WALLS 50 100 }m 10 L. i L. DECK 6D. �a 1 UD R. R R• BALCONY 60 15 -15 BeamGhek v2007 ST JAMES ON HALL DECK BEAM A Date:9/02/16 Selection PT 6x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2001,Wet Use,Incised Min Bearing Area R1=3.8 in2 R2=3.8 in2 (2.0)DL Deft= 0.50 in Dat? Beam Span 12.0 ft Beam Wt per ft 12.7# Reaction 1 TL 1576# Reaction 2 TL 1576# Bm Wt Included 152# Maximum V 1576# Max Moment 4729'# Max V(Reduced) 1368# TL Max Deft L/240 TL Actual Deft L/286 Attributes Section(in3) Shear(in3) TL Dell(in) Actual 82.73 52.25 0.50 Critical 81.06 15.09 0.60 Status OK OK OK Ratio 98% 29% 84% Fb(psi) Fv(psi) E(psi x mil) Fel(psi) Val es Reference Values 875 170 1.3 625 Adjusted Values 700 136 1.2 419 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet+Ci Incised 0.80 0.80 0.95 0.67 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform TL: 250 =A Uniform Load A R1 =1576 R2= 1576 SPAN= 12 FT Uniform and partial uniform loads are lbs per lineal ft. Sheeti- - . I # I - CONCRETE FOOTINGS I I (soft pressure=1500 pen 1 coNC! rens 1 ( 4 } SIZE(IN.) I 1. - x 1W x 'THICKNESS PT. LOAD (LBS.) mFTG. WT.(LBS.) I . -1 1 (ixW1144)x1500-1A(LxWxI11728 x160). 12j 121 -Er 1425 75 f4j 14 7 1923 119 4 B j is SI 24891 178_ 181r 78 9' 3122 } 253 20[ 20 101 3819 34T 221 22 11 4580 I ' 462 24 24 12 5400 ! Irl • 261 26 131 6279 763 281 281 14 7214 953 301 30 15! 8203 i 1172 _ 321 32 161 9244 1422_ 34 . 34 17110336 1706 36 36 18 1475 ' 2025 381 381 191 12660 2382 40( 401 20' 13889_ 2778 421 42j 21 , 15159 I 3216 44 441 22 16469 1 3697 46 46' 231 17817 1 4225 48 48 24 19200 I 48001 12t1N. DA. 6 1216 641 161IN. DIA. ' 8 2124 .152 1 • 18 IN. DIA. 91 2665 216 20 IN. DIA. 1 10 3260 ' 296 24 IN. DIA. 1 12 4609 5121 30 IN. DIA. I 15 7001 1000 • Page 1