M-05-0639City of Yelm
Community Development Department
Building Division
Phone: (360)458-8407
Fax: (360)458-3144
Applicant:
Name: Viacom
Address: 70 Banks Road I P.O. Box 2818 City: Stockbridge
PropeRy Information:
Site Address: 7109 Yelm Avenue East
Assessor Parcel No. 85810000100 Subdivision:
Contractor Information:
Name: Viacom Contact:
Address: City:
Contractor License No: Expires:
Project Information:
Project: TCCU TI
Description of Work: Approx 340 sf. TI
Permit No: BLD-05-0639-YL
Issue Date: 07/14/2006
(Work must be started within 180 days)
Receipt No: 42760
Phone: 770-507-9973 x439
State: GA Zip 30287
Lot:
Phone:
State: Zip:
Business License:
Sq. Ft. per floor: (1st) 340 (2nd) 0 (3rd) 0 Garage 0 Basement 0
Heat Type (Electric, Gas, Other): OTHER
Fees:
Item Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Oesc
Building Permit-Other 293.25 0.00 0.00 0.0000 0.0000 $1,000
Building Plan Review 190.61 0.00 0.00 0.0000 0.0000
TOTAL FEES: $483.86
Applicant's Affadavit:
I certify that I have read and examined the information contained within the application and know the same
to be true and correct. I also certify that the proposed structure is in conformity with all applicable Ciry of
Yelm regulations incl ding those governing zoning and land subdivision, and in atltlition, all covenants,
easements and re ions of record. t applying as a contractor, I futher certify that I am curr ntly
registered in the Of~ashi
Signature J'V~ ~- Date
Firm
# Sets of Prints:
final Inspection:
Dat~%~~~
By: L
City of Yelm
Community Development Department
Building Division
Phone: (360)458-8407
Fax: (380)458-3144
Applicant:
Name: Viacom
Address: 70 Banks Road I P.O. Box 2818
Project Information:
Project: TCCU TI
Description of Work: Approx 340 sf. TI
Site Address: 1109 Yelm Avenue East
Fees:
Item Acct Code
Building Permit-Other 032001-322-10-00
Building Plan Review 100 001-345-83-00
TOTAL FEES:
City: Stockbridge
Permit Fees Schedule
Permit No: BLD-05-0639-YL
Phone: 770-507.9973 x439
State: GA Zip 30281
Assessor Parcel No. 85810000100
Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc
--------
293.25 -------
0.00 ---------
0.00 --------
0.0000 --------- ---------
0.0000 $1,000
190.61 0.00 0.00 0.0000 0.0000
$483.86
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Plan Review for Twin County Credit Union
Safeway # 1619
Yelm, Washington
June 12, 2006
1) Applicable Codes will be:
a. 2003 Addition of International Building Code w/ Washington State
Amendments
b. 2003 NEC
c. 2003 IFC
d. 2003 IMC
e. Washington State Energy Code
f. ADA Chapter 11 of the IBC and ANSI 117.1 2003
,,?~' Threshold to meet ADA requirements of/<" vertical or 'h" beveled change of
level maximum.
3) The sales desk will have to be designed to accommodate the banking customers
with needs. Design knee and toe clearance into the sales desk. ADA sign not
required but would be nice on the area designated as accessible.
Verify that the header for the security grill is adequate to carry the load.
,8J' Suspended Acoustic Ceiling to meet seismic requirements of Chapter 8 of the IBC
6) Show anchoring and lateral bracing of Composite Wall Panels
a. Note Electrical Review and Inspection by the State of Washington.
Electrical Inspection by Phil Ledford at 360-90
7) Sprinkler head locations subject to review.
CITY OF YELM
COMMERCIAL BUILDING PERMIT APPLICATION FORM
~ 9BS47 ~ ~ U
Project Address: /~~i//Yj~dG. ~ ~Pa/jJ Parcel #: ~j ~`~/ (~> DDG ~ v
Zoning; Current Use: Proposed Use:
i ~ New Construction ~e-Model / Re-Roof /Tenant Improvement
u Plumbing ~ Mechanical Fire PrevenUSuppress/Alarm -Other
Project Description/Sdcope of 1
Project Value: ~J~ a~-
Building Area (sq. ft) Parking Garage 1s` Flools~"„~Joor 3`° Floor
Building Height (/~-~`-
Are there any environmentally sensitive areas located on the parcel? _
completed environmental checklist must accompany permit application.
AD
Copy of Chy Mitigation tlocumentation (TFC).
If yes, a
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the
attyve tlescribetl property will be in ~tcordance with the laws, rules and regulations of the State of Washington and the
Ci of Yelm. ~' ~ ~
~yi.~ ~S
re Date
/ Owner's Agent I Contractor's Agent /Tenant (Please circle one.)
All permits are non-transferable and will expire if work authorized by such permit is not begun
within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days
105 Yelm Auenue West (360) 458-3835
PO Box -179 (360) 458-3144 FAX
Yelm, WA 98597 www.ci.yelm.m¢.¢a
PLUMBING CONTRACTOR TELEPHONE
ADDRESS EMAIL
CITY STATE ZIP FAX
CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE #
!~
VIACON, INC.
70 BANKS ROAD • STOCKBRIDGE, GA 30281
(770) 507-9913 • FAX (770) 507-9536
(Mailing Address: P.O. Box 2818 • Stockbridge, GA 30281-8930)
The Pre- Fabricated plywood wall panels to be used in the following Yelm, Washington-
Twin County Credit Union Branch in Safeway are installed as follows:
Wall panels are attached to each other by screwing the left vertical end rib of one
panel to the right vertical end rib of the next panel using 2" #8 drywall screws at
approximately 16" O.C.
a. Wall panel Type 1- "One sided panels"- Wall panels that go against
existing walls have no skin on the side facing the existing wall, so the
vertical interior ribs are accessed from the open side. The panels are
connected together before the wall is put into place.
b. Wall panel Type 2- "two sided panels"- Wall panels with two exposed
sides (two skins) are connected together after the wall is put in place. The
skin on one side of every other panel is left off until the connecting screws
are in place. Those skins are installed after the panel- to- panel
connections are made.
2. Wall panels are attached to the existing floor via'/<"x2-3/4" tap-on cons through
the base plate of the panel at approx. 4'-0" O.C. and on each side of every
doorjamb. Openings in the wall skins for installation of tap- cons are concealed
by base molding.
~`~'~ <7F YELM
~o,c,r,
+~LER~{ - ~'RE~SUR~R'S O~FlCE.
N~ 5i ,,'~,un i_;P1T11 F FC I:i °~ID
VTACON; TNC
PO Bi~i 2Fj_F
ST(~CKRRTT~It;R GA 9~JR1
AT 7. t~iiT ~iF TiiWiQ ~ ~~
< ~ ~-..ce r ~~si b~: ~ t _ _ ,. „_ , ._t tl ~. ~~~..~ ~s Icccrtio^
- • •
-'' _ - -L11F _LP ~ 3u~~_-.
_._
L,;r~~ ~5-f~Cn3G~ i 3. ~
LICENSc IVUh4B67
Ol5-v~m3ml3. ~
PAID
G~O~"~0~1"~.@jG~S/19/~6I,CONTRACTOR; 01.1T OF TOWN ~ 35.r~m
1iTyi OTQ; TNC:
C/O \tTA; Ri_1SSFTT, N
an ac-,x 2~~ n
STOCKR_RTD~E r;A
CITV ORDINANCE X342 STATES LICENSES MUST BE
RENEWED BV THE 1ST OF FEERUARV EACH YEAR.
~~~e~
iO INSURE PROPER RENEWAL OF YOUR LICENSE
RETURN THIS PORTION
C/0 C T CORPORATION SYSTEM
520 PIKE ST
SEATTLE WA 98101 000358
oErncii aEFOaE Posru,-.-;
a s
uyH nY~£
.~,~
STATE OF
WASHINGTON
MASTER LICENSE SERVICE
PO Box 9034.Olympia, WA 98507-9034 • (360) 664-1400
REGISTRATIONS AND LICENSES
Unified Business ID #: 602 121 752
Business ID #: 1
VIACON, INC.
520 PIKE ST
SEATTLE WA 98101
Foreign Profit Corporation
Renewed by Authority of Secretary of State
The licensee nemetl above has been Issued the business registrations or
licenses listetl.6y accepting this document the licensee certifies the information
provided on the application for these licenses was complete, true, and accurate
to the best of his or her knowledge, and that business will be conducted Ih
compliance with all applicable Washington state, county, and city regulations.
a
Expires: 05-31-2007
Director, Department of Licensing
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A business registered as a construction contractor with Llil to perform construction work within the scope
of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment
of account and carry general liability insurance.
License Information
License VIACOI'990LK
Licensee Name VIACON INC
Licensee Type CONSTRUCTION CONTRACTOR
UBI 602121752 Verify Workers Com~remium
Statics
Ind. Ins. Account
Id
Business Type CORPORATION
Address 1 PO BOX 2818 70 BANKS RD
Address 2
City STOCKBRIDGE
County OUT OF STATE
State GA
Zip 30281
Phone 7705079913
Status ACTIVE
Specialty 1 GENERAL
Specialty 2 UNUSED
Effective Date 6/21/2001
Expiration Date 4/27/2007
Suspend Date
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Name
Role Effective
Date Expiration
Date
CLEMENS,
PATRICIA A
PRESIDENT
06/12/2001
VIA, RUSSELL N SECRETARY 06/12/2001
VIA, RUSSELL N TREASURER 06/12/2001
VIA, RUSSELL N VICE
PRESIDENT
06/12/2001
Bond Information
Page 2 of 3
Bond Bond
Company Account Effective Expiration Cancel Impaired Bond Received
Bond Name Number Date Date Date Date Amount Date
PLATTE RIVER Until
#3 INS CO 41063532 04!0412006 Cancelled $12,000.00 03/23/2006
HARTFORD Until
#2 FIRE INS CO 20BSBAN1492 04/04/2003 Cancelled 04/04/2006 $12,000.00 04/04/2003
WESTCHESTER Until
#1 FIRE INS CO K06464142 05/01/2001 Cancelled 05/10/2003 $6,000.00 06/25/2001.
Savings Information
No Matching Information
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Effective Expiration Cancel Impaired Recei
Insurance Company Name Policy Number Date Date Date Date Amount Dat
HARTFORD CAS INS
#7 CO 2000QTW8723 04/15!2006 04/15!2007 $1,000,000.00 04/141
HARTFORD CAS INS
#b CO 2000QTW8723 04/15/2005 04/15/2006 $1,000,000.00 07/18/
VALLEY FORGE INS
#5 CO TCP2058147613 08/02/2004 08/02/2005 $1,000,000.00 08/09/
#4 VALLEY FORGE TCP2058147613 08/02/2003 08/02/2004 $1,000,000.00 08/04/
#3 CNAINS CO TCP2058147b13 08/02/2002 08/02/2003 $1,000,000.00 04/08/
TRANSCONTINENTAL
#2 INS CO TCP2057047285 05/08/2002 05/08/2003 05/30/
NW NATIONAL
#1 CASUALTY ECA9031517 06/01/2001 06/01/2002 06!12/
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07!18/2006 17:29 13608679318
5~/~1RCENT
320 Ronlee Lane NW
oympia, wssnhgron sesoz•sza~
Tel 360 667-9264
Fex 360 667-9316
www.sargenlengineers.can
Received
JUL 1 9 2006
July 18, 2006
Mr. Bill Schmidtke
Capital Sheet Metal
1218 Carpenter Road SE
P. O. Box 3387
Lacey, WA 98503
RE: Yelm Safeway Heat Pump
Project No.: A06177.00
Dear Mr. Schrnidtke:
You aze installing a new heat pump on the roof of the Safeway located in Yelm. The heat
pump will weigh 357 pounds and will be mounted on top of a glued laminated beam that is at the
front of the store. It will be installed in the first cleaz bay between the joists which is
approximately eight feet from the end of the beam. The supply and return for the heat pump will
be brought through the roof on one side of the glued laminated beam.
Our scope of work includes:
Check the glued laminated beam to see if it is able to support the additional weight from
the heat pump.
Make recommendation for the installation of the unit.
The joists and other roof framing are not being checked since the cen[er of gravity of the
heat pump will be located over the glued laminated beam.
The addition of the heat pump will only increase the stresses in the glued laminated beam
by at most two percent. The total stresses aze well below the allowable for the beam. The
calculations for the check of the beam are attached. The heat pump should have a curb installed
below the heat pump. The curb should be able to distribute the weight of the heat pump to the
glued laminated beam and span between the joists. At the edge of the opening for the supply and
return, I recommend that you install at 2x4 between the wood joists and attach the 2x4 with a
Simpson LUS24. The web of the joist will have to be installed with a web stiffener (material
matching the web of the joist to build out the thickness to the full width of the beam). This will
have to be glued to the joist.
SARGENT ENGINEERS PAGE 01
07/18/2006 17:29 13608679318 SARGENT ENGINEERS PAGE 02
r~Ill~r \V~~ Mr. Bill Schmidtke
Page 2
July 18, 2006
If you have any other questions regarding this installation, please call.
Sincerely,
Sargent Engineers, Inc.
~j~
Monte Smith
Principal
MJS
\\Serverl\F§Ics\06FileaW06177.00 SakwayHVACUnit\Itccommend.doc
07/18/2006 17:29 13606679318 SARGENT ENGINEERS
~~~~~ Project: Safeway HVAC Design by: MJS
Check by:
Subject: Loads Date: 7/18/2006
Page: 1
Loads applied to the beam.
Place the unit on the glued laminated beam. Approximately 8 feet from the end.
PAGE 03
Contributory span length of the roof is 40 feet on one side of beam and 12 feet on the other side of the b
Beam size is 5 1/8 x 32
Joists aze spaced at four feet on center.
Roofing is single ply roofmg with insulation under the roofing.
Current code is 2003 IBC.
Dead load
lb
5•-
wd1:=0.7.12+2.12+3.212+ 4-~ +1.12
ft ft ft ft
µ'dl = 8.15 12
ft
Live Load
K'll ._ 25 lb
ftz
Uniform loads on beam
40•ft+12ft
Wd] ~= 2 'µ'dl
~'d1=211.9E
40•ft+ 12•ft
Wll ~ 2 'e'll
Roofing + insulation + plywood + joists +
ceiling load
Snow load
I'll = 650 ft
07/18/2006 17:29 13606679318
~~ [ ~-~7
SARGENT ENGINEERS
Project: Safeway HVAC Design by: MJS
Check by:
Subject: Loads Date: 7/18/2006
Page: 2
The load for the new mechanical equipment is 357 pounds.
PAGE 04
Based on the following Enercalc output, the beam will be just fine. The bending stress only increases b'
percent and the sheaz stress increases by 2 percent. Well within the stress limits of the beam.
07/18/2006 17:29 13606679318
5~1RGE11rT
SARGENT ENGINEERS
Title: Seleway HVAC Additlon
Dagnr: MJS
Deserlption
Scope:
PAGE 05
Job # A06177.00
Date: 4:33PM, 18 JUL O6
nee: seoooa
use~.xwcminav, ve~s.e.o. i-~=~zcos _ General Timber Beam ., Page 1
Description
Main GluLam
General Information Cade Ret: 1997/2001 NDS, 2000/20031BC, 2003 NFPA 5000. Base allowables are user donned
Section Name 5.125x31.5 Center Span 34.00 ft .....Lu 4.D0 h
Beam Width 5.125 in Len Cantilever tt .....Lu 0.00 n
Beam Depth 31.500 In Right Cantilever n .....Lu O.DO n
Member Type OluLam Douglas Fir, 24F - V4
Fb Bose Allow 2,400.0 psf
Load Dur. Factor 1.150 Fv Allow 240.0 psI
Beam End Flxity Pin-Pin Fc Allow 650.0 psi
E 1,800.0 ksi
Full Len th UnHorm Loads
Center OL 212.00 #/n LL 650.00 #/n
Left Cantllever DL #/n LL #/n
Right Cantilever DL #/n LL #/n
Beam Dealgn OK
Span= 34.OOn, Beam Width = 5.1251n x Depth = 31.SIn, Ends are Pin-Pin
Max Stress Ratio 0.751 ; t
Maximum Moment 124.6 k-ft Maximum Shear' 1.5 t6.s k
Allowable 1es.s k-n Allowable aa.s k
Mex. Positive Moment 124.58 k-ft at 17.000 ft Shear. ®Len 14.65 k
Mex. NegaWe Moment 0.00 k-n at 34.000 n ®Right 14.65 k
Mex ®Lett Support 0.00 k-tt Comber: ®Len O.000In
Max 61 Right Support 0.00 k-n ® Center 0.3961n
®Right O.000In
Mex. M albw 165.85 Reactions...
fb 1,763.57 psi 1v 115.48 psi Len DL 3.60 k Max 14.BSk
Fb 2,348.22 psi Fv 276.00 psi R{ght DL 3.60 k Max 14.65 k
Deflections
Deflectlon •0.2851n -1.079 In Deflection 0.000 In 0.000 In
,,.Location 17.000 ft 17.000 n ...Length/Defl 0.0 0.0
...Length/Defl 1,538.0 378.25 Right Cannlever...
Camber (using 1.5' D.L De11) ... Deflectlon 0.000 In 0.000 in
® Center 0.3981n ...Length/Defl 0.0 0.0
® Len D.000 In
Right 0.000 In
Stress Calcs
Bending Analysis
Ck 20.711 Le 8.237 n Sxx 647.547 in3 Area 161.436 in2
Cv 0.665 Rb 10.690 G 0.963
Max Moment x Re 'd Allowable fb
®Center 124.56 k-n 636.53 in3 2,348.22 psi
t$ Lek Suppon 0.00 k-tt 0.00 in3 2,368.20 psi
® Right Suppon 0.00 k-n 0.00 in3 2,388.20 psi
Sheer Analysts ~ Len Support ®Rlgh[ Support
Design Shear 18.64 k 18.64 k
Area Required 67.536 in2 67.536 in2
Fv: Allowable 276.00 psi 276.00 psi
Bearing ®Supports
Max. Lan Reaction 14.65 k Bearing Length Req'd 4.399 in
Max. Right Reaction 14.65 k Beadng Length Req'd 4.399 in
07/18/2006 17:29 13608679318
5,1o11'tGEIVT
SARGENT ENGINEERS
TRIe : Safeway HVAC Addition
Dsgnr: MJS
Descrlptlon
Scope:
PAGE 05
Job 8 A06177.00
Date: 4:33PM, 16 JUL O6
I/ser. KW-060146V. ver 5.8.0. I-0ec 2009 g
1iBV General Timber Beam Pa e 2 r
Description
M, V, 8 D ®Specltled Locatkms Moment Shear Deflection
® Center Spen location = 0.00 tt 0.00 k-tt 14.65 k 0.0000 in
®Right Cent. Locatlon = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in
~ Left Cent. Location= 0.00 k 0.00 k-k 0.00 k 0.0000 in
Sketch & Diagram
tt4.be _.
- -
na n
~,-~fl rI 1 TTT7TT71 f~-rrr~ T7 ~7~1
~
Tl
~
~
~~
r ^n~m a
w
7VyVlflll
111 fIf Iff1
11 rf/1f r
/i)i1x1~1
I/ )
-,)a]o
bz2e
-- s1 ez
6).n
~ ~ 31A1
1].46
idb~° I~'~'~ uo
Bondi
y MO B
~IttB .~ 1 .10 .62 .B3
.36 2 .)e ] .Tr .m 31.1
Onax..1,0)9h Locatbn ffl1
Rmax•14Jx
Vm¢, O IM.11.)k
awk • 14.E
vmm a rl • 14.)k
"L'
+~
c
x
Beam hear
n21 _
O
A - _
.
).]0
4.88
2A1
0.0
a.bz .._ _. --
t.r
ib.eb
4
61
.
26 .~ .D 1 .62 m 2 .36 .la 2 .A 3 .SG 31!
Uetlec ion Locbtlan fnl
Lxellon fal
b.n
--
-
r.za
ox
o.ee
--
o.eo - - _--
o.n
~.B/
o.Aa ---
_. _
___.__
-
__
28 .tN 1 .b .62 1 .G3 .33 .70 2 .1l .30 1
07/18/2006 17:29 13608679318
- ~/~1RRGENT
SARGENT ENGINEERS
Tkle :Safeway HVAC Addition
Dsgnr: MJS
DesoripNOn
Scope:
PAGE 07
Job M A06177.00
Date: 4:32PM, 18 JUL 06
...... ,M,w.
User KW-OSDIE69. Ver S.e 0. 1-Dec-2IX73 General Timber Beam age
Description
Main GluLam
General Information
~ Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. 8ese allowables are user defined
r_ or rrr-~
Section Name 5.125x31.5 Center Span 34.00 k ... .Lu 4.00 ft
Beam Width 5.125 in Left Cantllever tt .....LU 0.00 tt
Beam Depth 31.5001n Rlghl Cantllever tt .....Lu 0.00 k
Member Type CIIuLem Douglas Flr, 24F - V4
Fb Base Allow 2,400.0 psi
Load Dur. Factor 1.15D Fv Allow 240.0 psi
Beam End Fixity Pin-Pin Fc Allow 650.0 psi
E 1,800.0 ksi
~ Full Length Uniform Loads _ J
Center DL 212.00 #/k LL 650.0 #/k
Left Cantlever DL #/fl LL #/k
Right Cantllever DL #/k LL #/k
Point Loads
Live Load Ibs
...distance 8.000 k
Ibs Ibs Ibs
0.000 ft 0.000 tt 0.000 tt
Ibs Ibs Ibs
0.000 k 0.000 ft 0.000 ft
Beam Design OK
Span= 34.OOk, Beam Width = 5.1251n x Depth = 31.Sin, Ends are PIn-Pin
Max Stress Ratio D.7so : 1
Maximum Moment 12s.o k-n Maximum Shear ` 1.5 1s.o k
Allowable 165.9 k-tt Allowable ~.6 k
Max. Posltlve Moment 125.99 k-ft et 16.864 k Shear: ®Lett 14.93 k
Max. Negative Moment 0.00 k-k at 34.000 k ®Right 14.74 k
Max fd Lek Support 0.00 k-tt Camber. ®Lek 0.000In
Max ®Right Support 0.00 k-ft ®Center 0.419 in
Max. M allow 165.&5
Reactions... ®Right O.000In
fb 1,783.84 psi fv 118.00 psi Lett DL 3.66 k Max 14.93 k
Fb 2,348.22 psi Fv 276.00 psi Rlghl DL 3.69 k Max 14.74 k
Deflections
...Location 16.854 tt
... LengtWDef I 1,462.2
Camber (using 1.5 • D.L. De11) ...
~ Center 0.419In
® Left 0.000 in
®Right 0.000In
-1.0921n Deilectlon
17.000 tt ...Length/Defl
373.49 Right Cantllever...
Dekectlon
...Length/Defl
0,000 In 0.000 in
0.0 0.0
0.000 in 0.000 In
0.0 0.0
07/18/2006 17:29 13608679318 SARGENT ENGINEERS PAGE 08
SRIRGENT
Title : Safeway HVAC Addition
Dagnr: MJS
Daecrlptlon
$COpe:
Job p A06177.00
Date: 4:32PM, 16 JUL 06
u~°"`"-°°°'°°9. va, s.e.o. f-o~-zoos General Timber Beam _,_. _ . Page., 2
(c)19I132(xIJ EE&RCAtC Endnawnm s„xw,.o
Description Main Glu
Stress Calcs
Bending Analysts
Ck 20.711 Le 8.237 tt Sxx 847.547 in3 Area 161.438 In2
Cv 0.665 Rb 10.890 CI 0.983
Max Moment $xx Re0'd Allowable fb
® Center 125.99 k-tt 643.&1 in3 2,346.22 psi
® Lek Support 0.00 k-ft 0.00 in3 2,388.20 psi
® RlghtSupport 0.00 k-h 0.00 Ina 2,388.20 psi
Shear Anarysls ®Lefl Support ®Right Suppon
Design Shear 19.05 k 18.77 k
Area Required 69.019 in2 67.992 in2
Fv: Allowable 276.00 psi 276.00 psi
Bearing Q Supports
Mex. Lett Reaction 14.93 k Beadng Length Req'd 4.481 in
Mex. Right Reacllon 14.74 k Beadng Length Req'd 4.424 in
Query Values
M, V,& D ~ SpaeMled Loeetbna Moment Shear De}kiedon
® Center Span Location = 0.00 tt 0.00 k-N 14.93 k 0.0000 (n
®RigM Cant. Location = 0.00 tt 0.00 k-ft 0.00 k 0.0000 In
®Lefl Cant. LocaBOn = 0.00 ft 0.00 k•ft 0.00 k 0.0000 In
Sketch & Diagram
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