REV 1 REVIEWED BLD2022-0076+Structural_Calculations+4.28.2022_11.47.26_PM+2835541SABCO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
User. KVJ-0605036,
(c)1983-2003 ENEN
Description
Title: OUNCOMBE RESIDENCE ADDITION Job # 20070 L
Dsgnr: KHALED SABRA,ME,PE Date: 2:05PM, 20 APR 22 '
Description: DESIGN MEETS THE 2018 113C STANDARDS AND
SPECIFICATIONS
Scope : SCOPE OF WORK: FRAMING AT ADDITION
General Timber Beam
Page 1
beams. a ctie C a l m lat io n s
april 15 2022 ////////////////.BEAM BY LOWER FAMILY ROOM PICKING UP POST ABOVE
(UFF)
enera n OrmationNow
-
---------
Base allowables are user defined
Section Name 4x8
Center Span
11.75 ft
...Lu 0.00 ft
Beam Width
3.500 in
Left Cantilever
ft
...Lu 0.01) ft
Beam Depth
7.250 in
Right Cantilever
ft
...Lu 0.01) ft
Member Type
Sawn
DF#2
RE S U B 1 ON
Load Dur. Factor
1.150
Fb Base Allow
Fv Allow
900.0 psi
180.0 psi
Q ���'`+' n Ki
■ �� . ■ v ■ v ■ .
Beam End Fixity
Pin -Pin
Fc Allow
625.0 psi
E
1,600.0 ksi
Mar 02 2022
CITY OF EDMONDS
BLD2022-0076
Full Len th Uniform Loads
iEVEI
DEPARTMEN
VICES
Center DL
20.00 #/ft LL
54.00 #Ift
Left Cantilever DL
#Ift LL
#Ift
Right Cantilever DL
#Ift LL
#Ift
Point Loads
Live Load 500.0 Ibs Ibs Ibs Ibs Ibs
...distance 1.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft
Summary
Span= 11.75ft, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin -Pin
Max Stress Ratio 0.566 : 1
Maximum Moment 1.9 k-ft Maximum Shear * 1.i
Allowable 3.4 k-ft Allowable
Max. Positive Moment 1.95 k-ft at 4.512 ft Shear:
Max. Negative Moment 0,00 k-ft at 0.000 ft
Max @ Left Support 0.00 k-ft Camber:
Max @ Right Support 0.00 k-ft
Max. M allow 3.44 Reactions...
fb 762.21 psi fv 66.95 psi Left DL 0.38 k
Fb 1,345.50 psi Fv 207.00 psi Right DL 0.16 k
Deflections
Center Span...
Dead Load
Total Load
Left Cantilever...
Deflection
-0.085 in
-0.278 in
Deflection
...Location
5.499 ft
5.593 ft
...Length/Deft
...Length/Deft
1,649.1
507.82
Right Cantilever...
Camber ( using 1.5 * D.L. Defi ) ...
Deflection
@ Center
0.128 in
...Length/Deft
@ Left
0.000 in
@ Right
0.000 in
Ibs lbs
0,000 ft 0.000 ft
Beam Design OK
j
1.7 k
5.3 k
@ Left
1.13k
@ Right
0,54 k
@ Left
0.000 in
@ Center
0.128 in
@ Right
0,000 in
Max
1.13k
Max
0.54 k
0.000 in
0.000 in
0.0
0.0
0,000 in
0.000 in
A A LG
SABCO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
Title, DUNCOMBE RESIDENCE ADDITION .lob # 20070
Dsgnr: KHALED SABRA,ME,PE Date: 2:05PM, 20 APR 22
Description: DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope : SCOPE OF WORK: FRAMING AT ADDITION
User. KW-0605036, Ver5.8.0, 1-Deo-2003 General Timber Beam
(0)1983-2003 SNERCALC Engineering Software
Page 2
beams. ecw: Ca Icu lat ions
Description april 15 20221111111111111111.BEAM BY LOWER FAMILY ROOM PICKING U
(UFP) P POST ABOVE
Sketch & Diagram
Rmex - 11 k
Vmax ® left - 1.1k
We,Vft-
DAlax = -0.27ain
RMex a 0.5k
Vmaxa rta0.5k
SABCO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
Ver 5.8.0, 1-Dec-2003
MC Enuineerina Soi
Title., DUNCOMBE RESIDENCE ADDITION Job # 20070 "j
Dsgnr: KHALED SABRA,ME,PE Date: 2:05PM, 20 APR 22
Description : DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope : SCOPE OF WORK: FRAMING AT ADDITION
General Timber Beam
Page 1
beams, ecw Caiculations
Description
april 15 20221111111111111111.BEAM BY LOWER FAMILY ROOM PICKING UP POST ABOVE
(UFF)
General Information -�
ase ailowables are user defined
Section Name
MicroLam: 3.5x7.25
Center Span
11.75 ft ...Lu
0.00 ft
Beam Width
3.500 in
Left Cantilever
It .....Lu
0,00 ft
Beam Depth
7.250 in
Right Cantilever
ft .....Lu
0.00 ft
Member Type
Sawn
ML 1.9E
Fb Base Allow
2,600.0 psi
Load Dur. Factor
1,150
FvAllow
285.0psi
Beam End Fixity
Pin -Pin
Fc Allow
750.0 psi
E
1.900.0 ksi
Full Length Uniform Loads
~Center DL ,., 20.00 #/ft LL 54.00 #/ft
Left Cantilever DL #1ft LL #/ft
Right Cantilever DL #/ft LL #Ift
Paint Loads ---------___--------------------------__----__.
Live Load 1,625.0lbs
Ibs
Ibs Ibs
Ibs
iva
Ibs Ibs
.distance 1.500 ft
0.000 ft
0,000 ft 0.000 ft 0.000
ft 0.000
ft 0.000 ft
Summary
Beam Design OK
Span= 11.75ft, Beam Width = 3.500in x Depth = 7,25in, Ends are Pin -Pin
Max Stress Ratio
0.520 : 1
Maximum Moment
4.0 k-ft Maximum Shear *
1.5
4.1 k
Allowable
7.6 k-ft Allowable
8.3 k
Max. Positive Moment
3.97 k-ft
at 1.504 ft Shear:
@ Left
2,70 k
Max. Negative Moment
0.00 k-ft
at 0.000 ft
@ Right
0.77 k
Max @ Left Support
0.00 k-ft
Camber:
@ Left
0.000 in
Max @ Right Support
0.00 k-ft
@ Center
0,215in
Max. M allow
7.64
Reactions...
@ Right
0.000in
fb 1,554.12 psi
fv
159.77 psi Left DL 0.97 k
Max
2.70k
Fb 2,990.00 psi
Fv
327.75 psi Right DL 0.24 k
Max
0.77 k
Deflections
Center Span...
Dead Load
Total Load Left Cantilever...
Dead Load
Total Load
Deflection
-0.143 in
-0.424 in Deflection
0.000 in
0.000 in
...Location
5.264 ft
5.358 It ...LengthlDefl
0.0
0.0
...Length/Dell
984.0
332.85 Right Cantilever...
Camber ( using 1.5 " D.L. Defl ) ...
Deflection
0.000 in
0.000 in
@ Center
0.215 in
...Length/Deft
0.0
0.0
@ Left
0.000 in
@ Right
0.000 in
SABCO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
Title: DUNCOMBE RESIDENCE ADDITION Job # 20070 4
Dsgnr: KHALED SABRA,ME,PE Date: 2:0513M, 20 APR 22
Description: DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope: SCOPE OF WORK: FRAMING AT ADDITION
User: KW-0605036, Ver5.8.0, 1-Leo-2003 General Timber Beam Page 2
(c)1983-2003 ENERCALC Engineering Software beams.ecwCalcufatims
go
Description aprif 15 2022 llllIIIIIIII/III.BEAM BY LOWER FAMILY ROOM PICKING UP POST ABOVE
(UFF)
Sketch & Diagram
�F+i}e0oe�ei+iiflt��i+iiitl4tfitlfti �ntua _w. --- --
,3, -- ft- 4.0k-fl ---
Rmax = 2.7k
Vrnax left = 2.7k
Rmax = 0.8k
Vmax M1 - 0.8k
SABCO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
Ver 5.8.0,
Title: DUNCOMBE RESIDENCE ADDITION Job # 20070
Dsgnr: KHALED SABRA,ME,PE Date: 2:04PM, 20 APR 22
Description: DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope: SCOPE OF WORK: FRAMING AT ADDITION
General Timber Beam
Page 1
beams -ear. Calculations
Description april 15 2022 ////////////////.BEAM BY LOWER FAMILY ROOM PICKING UP POST ABOVE
(UFF)
f General Information
-.
t
Base allowables are user defined
�.
Section Name 4x8
Center Span
11.75 ft .....Lu
.
0.00 ft
Beam Width
3.500 in
Left Cantilever
ft ...Lu
0.00 ft
Beam Depth
7.250 in
Right Cantilever
ft .....Lu
0.00 ft
Member Type
Sawn
DF#2
Fb Base Allow
900.0 psi
Load Dur. Factor
1.150
Fv Allow
180.0 psi
Beam End Fixity
Pin -Pin
Fc Allow
625.0 psi
E
1,600.0 ksi
Full length Uniform Loads
Center DL
20.00 #/ft LL
54.00 #/ft
Left Cantilever DL
#/ft LL
#/ft
Right Cantilever DL
Wit LL
Wit
Point Loads
I V.1
Live Load 938.0 lbs lbs lbs lbs lbs lbs lbs
...distance 1.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0,00oft
Beam Design OK
Span= 11.75ft, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin -Pin
Max Stress Ratio
0.771 ; 1
Maximum Moment
2.7 k-ft
Maximum Shear *
1.5
2.6 k
Allowable
3.4 k-ft
Allowable
5.3 k
Max. Positive Moment
2.65 k-ft
at 3.290 ft Shear:
@ Left
1.74 k
Max. Negative Moment
0.00 k-ft
at 0.000 ft
@ Right
0.63 k
Max @ Left Support
0.00 k-ft
Camber:
@ Left
0.000 in
Max @ Right Support
0.00 k-ft
@ Center
0.178in
Max. M allow
3.44
Reactions...
@ Right
0.000in
fb 1,037.49 psi
fv
103.10 psi
Left DL 0.61 k
Max
1.74 k
Fb 1,345.50 psi
Fv
207.00 psi
Right DL 0.19 k
Max
0.63 k
Deflections
Center Span...
Dead Load
Total Load
Left Cantilever...
Dead Load
Total Load
Deflection
-0.118 in
-0.365 in
Deflection
0.000 in
0.000 in
...Location
5.405ft
5.452ft
...Length/Deft
0.0
0.0
...Length/Deft
1,190.6
386-03
Right Cantilever...
Camber ( using 1.6 * D.L.
Defl ) ..,
Deflection
0.000 in
0.000 in
@ Center
0.178 in
...Length/Deft
0.0
0.0
@ Left
0.000 in
@ Right
0.000 in
SABCO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
User:
Software
Title : 0UNCOMBE RESIDENCE ADDITION Job # 20070 616
Dsgnr: KHALED SABRA,ME,PE Date: 2:04PM, 20 APR 22
Description: DESIGN MEETS THE 2018 113C STANDARDS AND
SPECIFICATIONS
Scope: SCOPE OF WORK: FRAMING AT ADDITION
General Timber Beam
Page 2
Description april 15 2022 lllllllllll11111.BEAM BY LOWER FAMILY ROOM PICKING UP POST ABOVE
(UFF)
Sketch & Diagram
7 f+1 11 �1 11Tf_Ttlt.}.}-�1T� �4►I�� T1 74"
I
Amax =-0.3BSIn
Rmex = 1.7k
Vmax left = 1,7k
Rmax - 0,8k
Vmax a It -.0.8k