Plans (41) SHERMAN
A — 3151 NE SANDY BLVD.SUITI
ENGINEERING PORTLAND,OR 9
= INC 1 PHONE(503)230-
1 SHERMANENGINEERS.
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PROJECT TITLE:
SW HIGHLAND DRIVE
SEI PROJECT#:
16-MSNV-01-DRPIN NOV , 2016
SHERMAN ENGINEERING, INC.
3151 NE SANDY BLVD
BeamChek v2007 licensed to:Sherman Engineering, Inc. Reg#7992-66413 \LIV) 1
10715 SW HIGHLAND DR FRAMING
RB1 Prepared by: DPS Date: 11/03/16
Selection (2)1-3/4x 16 1.9E TJ Microllam LVL Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=9.1 in2 R2=9.1 in2 (1.5)DL Defl= 0.49 in
Data Beam Span 20.0 ft Reaction 1 LL 4750# Reaction 2 LL 4750#
Beam Wt per ft 14.39# Reaction 1 TL 6794# Reaction 2 TL 6794#
Bm Wt Included 288# Maximum V 6794#
Max Moment 33969'# Max V(Reduced) 5888#
TL Max Defl L/180 TL Actual Defl L/194
LL Max Defl L/240 LL Actual Defl L/319
Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl
Actual 149.33 56.00 1.24 0.75
Critical 141.77 26.95 1.33 1.00
Status OK OK OK OK
Ratio 95% 48% 93% 75%
Fb(psi) Fv(psi) E(psi x mil) Fc_i_(psi)
Values Reference Values 2600 285 1.9 750
Adjusted Values 2875 328 1.9 750
Adjustments CF Size Factor 0.962
Cd Duration 1.15 1.15
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:475 Uniform TL: 665 =A
CVAA Pb s f rs ! e74/
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_ 6 E-b 7”, ) ( bs---) = -2L-20 e .T.1_ \iA,,,z-:_
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t,4 ,
Uniform Load A
R1 =6794 R2=6794
SPAN=20 FT
Uniform and partial uniform loads are lbs per lineal ft.
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- SHERMAN ENGINEERING,INC. IIFl IA
3151 NE SANDY BLVD i
BeamChek v2007 licensed to:Sherman Engineering, Inc. Reg#7992-66413
10715 SW HIGHLAND DR FRAMING
RB1 Prepared by:DPS Date: 11/03/16
Selection 3-112x 11-7/8 2.0E TJ Parallam W.S. PSL Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=4.8 in2 R2=4.8 in2 (1.5) DL Defl= 0.64 in
Data Beam Span 19.5 ft Reaction 1 LL 1882# Reaction 2 LL 1882#
Beam Wt per ft 12.99# Reaction 1 TL 3139# Reaction 2 TL 3139#
Bm Wt Included 253# Maximum V 3139#
Max Moment 15305'# Max V(Reduced) 2821 #
TL Max Defl L/180 TL Actual Defl L/182
LL Max Defl L/240 LL Actual Defl L/365
Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl
Actual 82.26 41.56 1.29 0.64
Critical 55.00 12.69 1.30 0.98
Status OK OK OK OK
Ratio 67% 31% 99% 66%
Fb(psi) Fv(psi) E(psi x mil) Fc i(psi)
Values Reference Values 2900 290 2.0 650
Adjusted Values 3339 334 2.0 650
Adjustments CF Size Factor 1.001
Cd Duration 1.15 1.15
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL: 193 Uniform TL: 309 =A
Uniform Load A
/\ 0
R1 =3139 R2=3139
SPAN= 19.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
' i SHERMAN ENGINEERING,INC.
3151 NE SANDY BLVOD
BeamChek v2007 licensed to:Sherman Engineering, Inc. Reg#7992-66413
10715 SW HIGHLAND DR FRAMING
RBI Prepared by: DPS Date: 11/03/16
Selection 1-314x 18 1.55E TJ TimberStrand LSL Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=5.5 in2 R2=5.5 in2 (1.5)DL Defl= 0.51 in
Data Beam Span 19.5 ft Reaction 1 LL 2165# Reaction 2 LL 2165#
Beam Wt per ft 8.31 # Reaction 1 TL 3552# Reaction 2 TL 3552#
Bm Wt Included 162# Maximum V 3552#
Max Moment 17316'# Max V(Reduced) 3006#
TL Max Defl L/180 TL Actual Defl L/225
LL Max Defl L/240 LL Actual Defl L/442
Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl
Actual 94.50 31.50 1.04 0.53
Critical 83.36 13.76 1.30 0.98
Status OK OK OK OK
Ratio 88% 44% 80% 54%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 2250 285 1.6 650
Adjusted Values 2493 328 1.6 650
Adjustments CF Size Factor 0.963
Cd Duration 1.15 1.15
Cr Repetitive 1.00 •
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00 40"''''
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft lik
Loads
Uniform LL:222 Uniform TL: 356 =A
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V
Uniform Load A
Z .
R1 =3552 R2=3552 Yor
SPAN= 19.5FT
Uniform and partial uniform loads are lbs per lineal ft. iii,a
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