HomeMy WebLinkAboutREVISION PAPERWORKOFFICE USE ONLY:
DATE FILED: i 2 - 2. - i Cl
R Vl,SION FEE:
PERMIT # i 9 0 3� 0� 5-1 a
RECEIPT # t o !
PLANNING && DEVELOPMENT SERVICES ---
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652 Rec ,eo
(772) 462.1553 DEC 0 2 2019
APPLICATION FOR BUILDING PERMIT DEFERRAL Pe ttinB l)ePatt
Lucie County
PROJECT INFORMATION
SCANNED
LOCATION/SITE BY
ADDRESS: St. Lucie County
1535b(p A/Ovlon lOn vc, Phr-- S-f L a (ie _
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
ilo-n QCrr door C-n qm c i n q
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.
BUSINESS NAME: / n
QUALIFIERS NAME: Av)d re-LJ 1Jk
CITY: YLr+-&Luu-e, STATE:
PHONE (DAYTIME):-77Z-300 -7ZZ
OWNER/BUILDER INFORMATION:
CITY:
PHONE (DAYTIME:
STATE:
ARCS ITECT/ENGINEER INFORMATION:
NAME: Lnainee-
ADDRESS: �!
66 St
CITY: T
PHONE (DAYTIME):
ST. LUCIE CO CERT. #:
FAX: -7%2- 2) 4A - �
FAX:
ZIP:
SLCCCRevised: 07/17/18 9/23/09 REVISION FILE Copy
DEC 10 2019
v 4 _ RECEIVED
`� ENGINEERING
EXPRESS'
Calculations Prepared For.
Code:
Project:
Subject:
Softwares:
DEC 0 3 2019
Permitting Department
St. Lucie County
Project #
PREMIER DOOR COMPANY
22712 30TH STREET
STUART, MN
(320)562-2222
FLORIDA BUILDING CODE SIXTH EDITION (2017) & ASCE 7-10
TREASURE COASTAIRPARK
15366 NAVION DRIVE
PORT ST. LUCIE, FL
HANGER DOOR CALCULATIONS (SEE SCOPE)
19-16422
REFERENCE SEALED.DRAW/NG BY BELOW -SIGNED ENGINEER FOR ALL
NOTES AND DETAILS INCORPORATED HEREIN.
- Microsoft Office Excel
-Visual Analysis 18.0
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
�r.LICEIVs
` No P 00 . 49
ORION
, � t.ENG
is Seal Valid For
Through 42
N
`:,-46549 & CA9885
FAE 0my
160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442
PHONE: (954) 354-0660 FAX: (954) 354-0443 Page I of 51
ENGINEERINGEXPRESS.COM
M
i � 1
ENGINEERING
EXPRESS 0
PROJECT CALCULATION SUMMARY
Project: TREASURE COAST AIRPARK
Calculation Scope:
Provide structural calculations for a!hanger door in closed position to withstand winds 155 mph
according ASCE 7-10 R Florida Building Code Sixth Edition (2017).
Table of content:
Design Criteria
• Design Considerations
• Wind load determinations
• Member Analysis
• Connection Analysis
• Technical Information supplied
Other Notes:
This engineer has not visited this jobsite to prepare'these calculations. Calculations contained herein
have been based on contractor -supplied data and measurements. This office,shall be notified and
given an opportunity to re-evaluate our work upon discovery of any inaccurate information prior to
installation or -final approval of installed work:by others. Engineering Express shall not be held
responsible or liable for erroneous or inaccurate field data'orrmeasurements, nor from the use of this
work to any condition not specifically addressed which differs from the approved plans and results
stated' herein. • . ..
160 SW 12TH AVENUE�R 106, DEERFIELD BEACH; FL 33442
PHONE: (954) 354-0660 FAX: (954) 354-Q443 Page 2 of 57
ENGINEERINGEXPRESS.COM
ENGINEERING .._.,,
Work Prepared For: PREMIER DOOR COMPANY
Project TREASURE COASTAIRPARK
DESIGN CRITERIA:
Loading. Criteria:
a;
H =
30.00
ft, Mean Roof Height
O =
0.00
Roof Slope
Vult =
155
mph, Wind Velocity (3-Second Gust)
Kd =
0.85
Directionality Factor
G =
0.85
Gust Effect Factor •-
Kz `
1.14
Velocity. Pressure Coefficient
Kzt =
1
Topographic Factor
StructuralSteel: _
ASCE: 7-10
Exposure: C
1. Steel plates, shapes and bars shall meet the requirements of ASTM A-36 (Fy= 36ksi, Fu= 58 ksi)
2. Rectangular steel tube shall meet the requirements of ASTM A-500, grade B (Fy= 42 ksi &. Fu= 58 ksi)
3. Steel member are designed per AISC 360
Fasteners. Welds & Anchors:
1. Fasteners weather resistant shall be Gr. 8 minimum (Fu= 150 ksi):
2. All welding shall be by certifcd :--Iders and shall cdnform to the latest code, AWS D1.1 and meet AISC
minimum requirements for welding size.
3. Filler metal electrodes for steel welding to be 70 ksi minimum.
4. Hinge pins shall be a minimum ASTM A108 Grade 1018 cold rolled steel round stock, with diameters shown
herein.
5. Clevis pin shall be AISI 1045/1050 Cold drawn (Fy= 100-ksi) confirming to ASTM Al 08, with diameter shown
herein.
Other Notes:
1. This. calculation package is for the performance of the hanger door system in the closed position to withstand
the loading shown. No fatigue analysis,. mechanical is offered, only structuralin closed. position
2. Engineer of record (ECR)/ Contractor shall verify that all surrounding,structures to which framing is to be
anchored are structurally. sound and capable ofresist weights and reactions of the hanger door system
under maximum design loads.
3. This is an analysis of a hanger door, frame is assumed to be welded to host continuously With a T pitch; the
mounting system required to install this system shall be designed by other.
•!rJ`r
160 SW 12TH AVENUE *106, DEERFIELD BEACH, FL 33442
PHONE: 954-354=0660 FAX: 954-354-0443 Page of 51
ENGINEERINGEXPRESS.COM
1` - t
r
Work Prepared For. PREMIER DOOR COMPANY
Project TREASLIREZOASTAIRPARK
Design -Considerations:
1. HHS members to member connections. designed with 1/8" welds.
2. Cutter door members were analyzed using composite. section ('HSS 4"x2"1/8" tube and Steel L angle 4"z3
1/4")
3. Typical HSS memberswere analyzed. as HSS 4"x2"z1/8"
4. All HSS memebers were analyzed as ASTM A-500, grade B.
5. All bolts and splice connections were analyzed using 1/2" Gr 8 Bolts.
6. In a storm event hanger door shall be locked'using the door lock brackets.
7. Pin hinges shall be no less than 5116" in diameter and a minimum of fy= 40 ksi.
8,'Clevis,pins at door frame shall have a minimum of100 ksi in yielding strength.
9. All hinges,shall be structUral hinges with pins.specified herein.
10. Building Mean Roof Height was assumed as 30'
11. Closed position mounting plate is assumed not to be acting, only top hinge and locks below
12. Corrugated metal sheathing weight as 1.5 psf
13. Door shall not be opened during any wind event
Door structure closed position
Reactions at top hinges:
Maximum. reactions:
Vertical= 0.360 Kips
Horizontal= 1.200 Kips.. ,
Reactions at locking bracket below:
Maximum reactions:
Vertical= 0.000 Kips.
Horizontal= 4.550 Kips
Door structure open position
Reactions at top hinges.(not @ corners):
Maximum reactions:
Vertical=
0.150 Kips. -'
Horizontal--'
0.360 Kips
Reactionsaftop hinges (@ corners):
.
Maximum reactions:
Vertical=
0.500 Kips
Horizontal=. •
7.400 Kips
Reactions at: top mounting bracket @ Frame
Maximum reactions:
Vertical=
2.400 Kips-' '
Horizontal=
7.000 Kips
160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443
ENGINEERINGEXPRESS.COM
Page 4 of 51
r
Project M 19-16422 Project Details: Treasure Coast Airpark
Contractor: Premier Door Company 15366 Navion Drive
Port St. Lucie, FL
Subject: Wind Loadbesign Pressure Calculations (Components & Cladding)
Site information
Building Classification:
Enclosed
Wind Speed (V lt):
155 mph
Exposure Category:
C
Roof Type:
Monoslope
Roof Slope (B):.
9.5 deg
Mean Roof Height(h):.
30.0'ft
Min. Building Dimension (L):,.
..50.0'ft
Parapet> 3 feet?
No
General'Calculation
Directionality Factor (Kd):
0.85
Gust -Effect Factor (G):
0.85
Internal Pressure
Coefficient (GC ;):
#.0.18.
Topographical Factor (KZI):
1.0
Velocity Pressure Exposure
Coefficient (Kh):
0.98
Velocity Pressure (qh):
51.35 psf
End Zone (a):
5.0 ft
LRFD Method:
P = w
Marf
!Qty
Eleu'(ft
Slze W'x H (In)
Zone
Shutter
Area,(ftz)
KZ (Kn)
_9i (_9n)
Gip+
;G�p
, Pressurtes
30
54&0 x 169.1
5
No
641.3
0:98
51.35
0.63
-0.72
+41,(i / —46.2
30
546.&X169.1
4
No
.641.3
0.98
51.35
0.63
-0.72
+41.6[-46.2
160 SW 12TH AVENUE#106, DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-364-0443
MMENGINEERINGEXPRESS.COM Page 5 of 51
OM, ENGINEERING ..,
EXPRESS"
Work Prepared For: PREMIER DOOR. COMPANY
• Project: TREASURE COAST AIRPARK
E
VISUAL ANALYSIS DOOR MODEL:
160 SW 12TH AVENUE #106, DEERFIELD BEACH, .FL33442
PHONE: 954-354-0660 FA%:954-354-0443 Page 6of 51
ENGINEERINGEXPRESS.COM
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a
'�; ENGINEERING
EXPRESS '
Work Prepared For. PREMIER DOOR COMPANY
' Project TREASURE COAST AIRPARK
Member names
160 SW 12TH AVENUE *.106, DEERFIELD BEACH,FL 33442
PHONE: 954-354-0660,FAX: 954-354-0443 Page 7 of 51
ENGINEERINGEXPRESS.COM
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N%� �QMWP ENGIMEERINC
Work Prepared For: PREMIER DOOR COMPANY
Project TREASURE&COASTAIRPARK
Node names
ll_� v
160 SW 12TH AVENUE #106,. DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443 Page 8 of 51
ENGINEERINGEXPRESS.COM
1. I
- =M ENGINEERING
EXPRESS
Work Prepared For. PREMIER DOOR COMPANY
Project: TREASURE COAST AIRPARK
----Design Check
:a
160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442
PHONE: 954-354.0660 FAX: 954-354.0443 Page 9 of51
ENGINEERINGEXPRESS.COM
1 ENOINEERING
�"XPF?ESS'
Work Prepared For: PREMIER DOOR COMPANY
Project: TREASURE COAST AIRPARK
-- --Reactions D+0.6W +Z
160 SW 12TH-AVENUE#106, DEERFIELD BEACH, FL 33442
PHONE:954-354-0660 FAX: 954-354-0443
'.'AryQQ
�Ny�Y
K.c E
Y�+a
f
N9,b
O
V
Page 10 of 51
�1 ENGINEE.IN1;
EXPRESS''
Work Prepared For. PREMIER DOOR COMPANY
Project: TREASURE COAST AIRPARK
-Reactions D+0:6W -Z
"i--1 V II
160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443 Page 11 of 51
ENGINEERINGEXPRESS:COM
M1 ENC3INEERING
' � EXPf�ESS '
Work Prepared For. PREMIER DOOR COMPANY
' Project: TREASURCCOASTAIRPARK
VISUAL ANALYSIS OPEN MODEL:
Reactions
i_.cc
i - 1i•
W.,, a
of %
160 SIN 12TH AVENUE #106, DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443 Page 12 of 51
ENGINEERINGEXPRESS.COM
GINEERING
PRESS`
Work Prepared For. PREMIER DOOR COMPANY
Project: TREASURE COAST AIRPAKK
Node names
160 SW 12TH AVENUE#106, DEERFIELD BEACH, FL 33442
PHONE: 954-354.0660 FAX: 954-354-0443 Page 13 of 51
I' r
ENGINEERING
s EEC PRESy
Work Prepared For: PREMIER DOOR COMPANY .
Project: TREASURE COAST AIRPARK
MEMBERS REPORT
160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954_354-0443 Page14 of 51
Result Cases
Name ID
D 1 No Design
D+.6W n+Z 5 Allowable(ASD)
D+,6W n-Z 6 Allowable (ASD)
Materials
ENGINEERING EXPRESS
Frank Bennardo
V:\Projects\19-16422 Treasure, Coast Airpark\01\Cates\VA model\Door closed.vap
Friday, October 11, 2019 2:05 PM
DesfgR',Chei:4
Static
Static
Static
Result Type
Name
Elasticity, E
PoLsson;,v
.:Density, y
Thermal,.a
Shear
PS? ,,
,..::.
Ib/ft-3
Ih/in/deg-F
Modulus, G
psf
ASTM A500. Grade B. (Fy = 46ksi) 41760100000.0000 0,29o0 490.7520 6.3890E-006 16186D4651.1628
ASTM A653 Grade.33 4176000000.0000 0.2900 490.7520 63890E-006 1618604651.1628
Name
Node 1
Node 2
Shape
Material
End
?
I
I
I
Connection
H002
N001
N065
HSS6X3X.375
ASTM A500 Grade B (Fy = 46ksl)
Rigid Connect
H001
N031
N067
-H5S6X3X.375
ASTM A506 Grade B (Fy = 46ksi)
Rigid Connect
COL022
N032
N033
HSS4X21(.125-
ASTM AS66 ade a (Fy = 46ksi)
Rigid Connect
COL021
N031
N032
HSS4X2X.125
AS* A560. Grade B (Fy = 46ksi)
.Rigid Connect
COL020
N029
N030
HSS4X2X.125
ASTM ASOO Grade 8 (Fy = 46ksl)
Rigid Connect
COLD19
N028
N029
HSS4X2.X.125
ASTM ASOO Grade B (Fy = 46ksi)
Rigid Connect
COLO18
N026
N027
H554XZX.125
ASTM A500: Grade B-(Fy = 46ksi)
Rigid Connect •"
COL017
N025
N026
HSS4X2X.125
ASTM A50B Grade B (Fy = 46ksi)
Rigid Connect
COL016
N023
N024
HSS4X2X.125
ASTM A500 Grade B (Fy = 46ksi)
Rigid Connect
COLO15
N0221
N023
HSS4X2.X.125
ASTM ASbO.Grade B (Fy = 46ksi)
Rigid Connect
COL014
N020
N021
HSS4=.125
ASTM A500.Grade B'(Fy = 46ksi)
.Rigid Connect
COL013
N019
ND20
HS54X2X.125
ASTM ASOOGradeB(Fy = 46ksi)
Rigid Connect
COL012
N017
ND18
HSS4X2X.125
ASTM. A500 Grade B (Fy = 46ksi)
Rigid Connect
C01-011
N016
N017
HSS4X2X:125
ASTM ASOO,Grade B (Fy = 46ksi)
Rigid Connect
C01.010
N014
N015
H5S4X2X:125
ASTM A500 Grade 8 (Fy.= 46ksi)
Rigid Connect
COL009
N013
N014
HSS4X2X.125
ASTM'A500 Grade 8 (Fy = 46ksl)
Rigid Connect
COL008.
N011.
ND12
HSS4X2X.12S
ASTM ASOO Grade 8 (Fy=-46ksi)
Rigid Connect
COL007
N010
N011
HSS4X2X.125
ASTM A500.Grade.B (Fy = 46ksi)
Rigid Connect
COL006
N008
N009
HSS4X2X.125
ASTM A500 Grade.B (Fy = 46ksi)
Rigid Connect
C01-005
N007
N008
HSS4X2X.125
ASTM ASOO Grade B.(Fy = 46ksi)
Rigid Connect
COL004
NODS
N006
HSS4X2X.125
ASTM A500 Grade 8 (Fy = 46ksi)
Rigid Connect
COLD03
N004
N005
HSS4X2X.125
ASTM A500. Grade B (Fy = 46ksi)
Rigid Connect
COL002
N002
N063
HSS4X2X.125
ASTM AS00 Grade B (Fy = 46ksi)
Rigid Connect
C01.001
N001
N002
HSS4X2X.125
ASTM A500 Grade B (Fy=46ksi)
:Rigid Connect
BmZO07
N007
N058
HSS4X2X.125
ASTM A500 Grade B (Fy = 46kso
.Rigid Connect
BMZ006
N013
N060
HSS4X2X.125
ASTM A500 Grade B (Fy = 46ksi)
Rigid Connect
BMZO05
N010
N059
HSS4X2X.125
ASTM A500 Grade B (Fy = 46ksi)
Rigid Connect.
_ �E
VisualAnaiysis 18.00.0009, With Design
www.iesweb.com
�lr�J■3
Page 1 of 5
:Page 15 of 51
,r ENGINEERING EXPRESS
Frank Benmardo
V:\Pr6jects\19-16422 Treasure Coast Airpark\01\Calcs\VA model\Doorclosed.vap
,,, Friday, October 11, 20192:05 PM
-Name
Node 1
Node 2
Shape -
- Material
End
T
I
I
I
I
ConneMon
BMZ004
N016
N061
HSS4X2X.125
A" ASOO. Grade B (Fy = 46ksi)
Rigid Connect
BmZ003
N019
N062
H5S4X2.X.125
ASTM A500 Grade B (Fy = 46ksi)
Rigid Connect
BmZ002
N022
N063
HS54X2Xl125
ASWgbb Grade -B (Fy = 46ksi)
Rigid Connect
BmZ001.
N025
N064
HSS4X2X.125
ASTMA500 Grade B(Fy =46ksi).
'Rigid Connect
BmXO49
N018
N033
HSS4X2X.125
AS* A600 Grade 6 (Fy = 46ksi)
Rigid Conned
BmX026
N003
N018
HSS4X2X.125
ASTMA500Grade B (Fy= 46ksi)
Rigid Connect
BMX025
N001
N016
HSS6X3X.188
ASTM A500 Grade 8 (Fy = 46kso
Rigid Connect
BMX024
N067
N061
HSS6X3X.375
ASTM A506 Grade B (Fy = 46ksi)
Rigid Conned
BmX023
N061
N065.
HSS6X3X.375
ASTM ASOO Grade B (Fy = 46ksi)
RIgld Connect
BMX022
N016
N031
HSS6X3X.188
ASTiV1 M66 Grade B (Fy = 461esi).
Rigid Connect
BmXO20
N043
N044
HSS42X.125
ASTM A500 Grade B (Fy = 46ksi).
Simple Conned
BMX019
N042
N043
HSS4X2X.125
ASTM A500 Grade B (Fy = 46ksi)
Simple Connect
BMXO18
N041
N042
HSS4X2X.125
ASTM A500 Grade B (Fy = 46ksi)
'Simple Conned
BMX017
N040
N041.
HSSV2X.125
ASTM MOO Grade B (Fy = 46ksi)
Simple Conned
BMX016
N039
N040
HSS4X2.X.125
ASTM A500 Grade B (Fy = 46ksi)
Simple Connect
d
-BMX015
N037
N039
HSS4X2X.125
ASTM.A500 Grade B (Fy = 46ksl)
Simple Conned
BmXO14
N038
N037
HSS4X2.X.125
ASTMIASOO'Grade B (Fy = 46ksi)
Simple Conned
BmXO13
N036
N038
HSS4X2X.125
ASTM ASOO Grade B (Fy = 46ksi)
.Simple Connect
BmXO12
N035
'N036
HSS4X2X.125
ASTM ASOO Grade B (Fy = 46ksi)
Simple Connect
BmxO11
N034
N035
HSS4X2X.125
ASTfrTA600';Grhtle B (Fy = 46ksi)
Simple Conned '
BmXO10
N054.
N055:
. H554X2X.125
ASTM ASOO, Grade B (Fy = 46ksi)
Simple Conned
BMX009
N053
N054
HSS4X2X.125
ASTM.A500 Grade B (Fy = 46ksi)
Simple Conned
BMX008
N052
N053
HSS4X2X.125
ASTM A500Grade B (Fy = 46ksi)
Simple _Connect
BMX007
NO51
N052
HSS4XZX.125
ASTM A500 Grade B (Fy = 46ksi)
Simple Connect
BmX006
NO50
N051
HSS4X2X.125
ASTM A90O.Grade B (Fy= 46W)
Simple Conned
BMX005
N048
NO50
HSS4X2X.125
ASTM A500 Grade B (Fy=46ksi)
Simple Conned
BMX004
N049
N048
HSS4X2X.125
ASTM A500 Grade B (Fy = 46ksi)
.Simple Connect
BmX003
N047
N049
HSS4X2X.125-
ASTM A500.Grade B (Fy = 46ksi)
Simple Canned
BmX002
N046
N047
HSS4X2X.IZ5
ASTM A500 Grade B (Fy = 46ksi)
:Simple Connect
BmxOO1
N045
N046
HSS4X2.X.125
ASTM A500 Grade B (Fy = 46ksi)
Simple Conned
cn.�c. rm a.aa
-
Member
Fx Min
Fx Max
Vy
Vz
Torsion
My Min
My Max
Mz Min
Mz Max
@
lb
Ib
Ib
Ib-ft
Ib-ft I
Ib-ft
Ib+ft
Ib-ft
BmX007
-4.5378 (6)
-3.9791 (5)
-242.5034.
(6)
-13.2912
(6).
5.6705(5)
-19.9368.(6)
0.0000(6)
-465.3508 (6)
418.7351 (5)
BMX011
-0.9085 (6)
1.8909 (5)
5.5955 (6)
1.9383 (5)'
E , j19S.4893 (6)
-0.4240 (6)
0.0000(5)
-1.4938 (6)
1.3441(5)
BMX022
-3449.2782
(6)
2983.2001 (5)-883.7221 (6).
-34S.5681
(5)
- - 911.7518 (6)
-443.7843 (5)
381.7641 (6)
-2522.1419 (5)
2850.7357 (6)
BmX023
-2852.2006 (5)
3307:9886 (6)
-1056,521)
-166.6291
6)
_930.9937 (5)
-245.0526 (6)
209.3425 (5)-3960.0261(6) 3495.5634 (5)
BMX024
-2978.5483 5
()
3450.6797
(6)
1073.0941
(6)
163.9289
(6)
`915.4242 (5)
-248.3547 (6)
230.0075 (6)
-3722.2296 (6)
3285.0819 (5)
VisualAnalysis
18.00.0009, With Design
•
AE
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.
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Page 2 of 5
Page 16
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ENGINEERING EXPRESS
Frank Bennardo
V:\Projects\19-16422 Treasure Coast Alrpark\01\Cabs\VA model\Door'dose'd.vap
Friday, October ll,' 2019 2:05PM
Member Forces (continued)
Member Fx Min
lb
BMX025-3307.5339 (6)
BmZ003-662.6303(5).
Bmzoos-661.2038 (5)
COL012 227.7504.(6)
COL014 228.7438 (6)
H002.-3051.5043 (5)
Node Reactions
Fx Max Vy Vz
lb lb lb
2857.8757 (5) 871.819) 364.8243
3463-118.7796
748:1892.(6) 3594.(6) - (6)
746.5638 (6).3497.4402-118.5793
(6) `(6)
300.4632 (5)'896.7932 (6) 0.0913-(5)
299.0919-(5) 900.8010 (6) -0.5816 (6)
-562.3860-171.7013
1233.7770 (6)
Torsion.
lb-ft
931.3985 (6)
-27.7449 (5)
48•8881 (5)
" 40140 (6)
'-11.3146 (6)
"-
r629.7989{5)
My Min M Max Mz Min
b-ft lb-ft I lb-ft I
-448.7308 (5) 392.2457 (6)-2358.7865 (5)
-325.6738 (5) 470.8238 (6)-2482.3161 (6)
-327.4832 (5) 472.1055-(6)-2247.6293 (6)
-0.2156 (5) 6.2040(6) -3588.2826 (6)
-0.9563,(5) 0.9485(6) -3565.7778 (6)
1321
-909:9483 (6)1058.-10,35.8280'(6).
Mz Max
Ibrft
2666.6994 (6)
2310.1456 (6)
2415.6242.(6)
3345.0197 (5)
3320.8788 (5)
891.9061 (5)
Node
Result Case
FX
Fy
FZMX'
MY
'Mz
Ib
lb
lb
Ib-ft'
Ib-ft
lb-ft
N003
D
-0.0909
;)2.9731
5.9176
0.0000
0.0000
0.0000
N003'
_ D+.6W n+Z
-0.4135
-118.9110
168.4164
0.0000
0.0000
0.0000
N003
D+.6W o-Z
0.2677
286.2244
-174.6775
010000
0.0000
0.0000
N006
D
-0.1780
162.9477
5.3936
0.0000
0.0000
0.6000
N006
'D+.6W»+Z
0.2517
410.6178
416.1913
0.0000
0.0000
0.0000
N006
D+.6W »-Z
-0.6555
-112.3034
-451.1330
0.0000
0.0000
0.0000
N009
D
-0.7053
282.9423
6.7819
0.0000.
0.000U
0.0000
N009
D+.6W n+2
-0.2072
244.6830
868.1584
0.0000
0.0000
0.0000
N009
D+.6W o-Z
-1.2587
325.4647
-950.4856
0.0000
0.0000
0.0000
N012
D
-0.0152 "--
319A552
8.8730
0.0000
0.0000
0.0000
N012
D+.6W n+Z
-0.1334
326.0590
1036.6641
0.0000
0.0000
0:0000
N012
D+.6W.n-Z
0.1161'
- 312.9606
-1133:3362.
0.0000
0.0000
0.0000
N013
D
0.0000�'+0.6000
-39.7385
0:0000
0.0000
0.0000
N013
D+.6W-w+Z
0.0000.
0.0000
3932.7780
0.0000
0.0000
0.0000
N013
D+.6W»-Z
0.0000
0.0000
-4454.4951
0.0000
0.0000
0.0000
N015
D
0.1144
324.2988
8.3666
0.0000
0.0000
0.0000
N015
D+.6W n+Z
0.1533
297.0005
1016.7115
0.0000
0.0000
0.0000
N015
D+.6W »-Z
0.0711
354.6355
-1112.2311
0.0000
0.0000
0.0000
N018
D
0.0005
320.1865
8.9994
0.0000
0.0000
0.0000
N018
D+.6W p+Z
0.0254
327.0328
1040.0511
O.00do
0.0000.
0.0000
N018
D+.6W»-Z
-0.0271
312.5780
-1136.8333
0.0000
0.0000
0.0000
N021
D
0.0165
319.8240
8.8912
0.0000
0.0000
0.0000
N021
D+.6Wn+Z
0.1798
325.5902
1036.9005
0.0000
0.0000
0.0000
N021
D+:6W >-Z
-0.1650
313.4158
-1133.5606
0.0000
0.0000
0.0000
N022
D
0.0000
0.0000
-40.1344
0.0000
0.0000.
0.0006
N022
D+.6W n+Z
0.0000'� +,
::.e' .J 0.0000
3988.4947
0.0000
0.0000
0.0000
N022
D+.6W n-Z
0.0000 ....
0.0000
-4517.2512
0.0000
0.0000
0.0000
N024
D
-0.1133•.
._ 324.2948
8.4041
0.0000
0.0000
0.00D0
N024
D+:6W »+Z
-0.1286:•i :.
299.1709
1016.7673
0.0000
0.0000
0.0000
VisualAnalysis
18.00.0009, With Design
1I
E
www.iesweb.com
5S
Page 3 of 5
Page 17
of 51
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1.
ENGINEERING EXPRESS
Frank Bernardo
V:\Projects\19-16422 Treasure Coast Airpark\01\Calcs\VA model\Door dosed.vap
Friday, October 11, 2019 2:05 PM
Member_ Unity_ Checks (continued)
Member
.I Section
I Unity Check I Status'-]
` -` Result Case
I Cade Reference
I Type
Bm2002
HSS4X2X.125
0,3839 Pass
6+.6W n-Z
H3-lb
.Combined Check
BmZ003
HSS4X2X.125
0.8300 Pass
D+.6W''--Z
Hl-lb
Combined Check
BmZ004
HSS4X2X.125
0.2177 Pass
D+.6W n-Z
Hi -lb
Combined Check
BmZ005
HSS4X2X.125
0.8142 Pass
D+.6W »-Z
Hl-lb
Combined Check
BmZ006
HSS4X2X.125
0.3866 Pass
D+:6W b-Z
H3-lb
Combined Check
Bm2007
HS54X2X.125
0.4876 Pass
0+.6W u-Z
Hl-lb
Combined Check
COL001
H554X2X.125
0.4209 Pass
.6D+.6W u-Z
H7-lb
Combined Check
COLD02
HSS4X2X.125
0.3872 Pass
.6D+.6W u-Z
Hl-lb
Combined Check
COL003
HSS4X2X.125
0.4744 Pass
.6D+.6W ud
HI -lb
Combined Check
COL004
HSS4X2X.125
0.4689 Pass
.6D+.6W o-Z
Hl-lb
Combined Check
COL005
HSS4X2X.125
6.7257 Pass
.6D+.6W o-Z
Hl-lb
Combined Check
COL006
HSS4X2X.125
0.7268 Pass
.6D+.6W n-Z
H1-lb
Combined. Check
COL007
HSS4X2X.125
0.9413 Pass
.6D+.6W u-Z
HI -lb
Combined Check
. COL008
HSS4X2X.125
0.9433Pass
.66+.6W»-Z
Hl-lb
Combined Check
COL009
HSS4X2X.125
0.8873 Pass
.6D+.6W »-Z
H3-lb
Combined. Check
COL010
HSS4X2X.125
0.8915 Pass �'
.6D+.6W n-Z
H3-lb
Combined Check
COL011
HS54X2XA25
0.9488.Pass
.6D+.6W n-Z
HS-lb.
Combined Check
COL012
H554X2.X.125
0.9500.Pass -
.6D+.6W »-Z
Hl-lb
Combined Check
COL013
HSS4X2X.125
0.9422 Pass
.6D+.6W .-Z
Hl-lb
Combined Check
COL014
HSS4X2X.125
0:9442 Pass
.6D+.6W u-Z
Hl-lb
Combined Check
C01015
HSS4X2X.125
0.8888 Pass
.6D+.6W o-Z
Hl-lb
Combined Check
COL016
HSS4X2X.125
0.8929 Pass
.6D+.6W »-Z
HS-lb
Combined Check
COL017
HSS4X2X.125
OJ307 Pass
.6D+.6W --Z
HI -lb
Combined Check
COL018
HSS4X2.X.125
0.7318;Pass
.6D+.6W »-Z
HI -lb:
Combined Check
COLon
HSS4X2X.125
0.48781 Pass
.6D+.6W a-Z
Hl-lb
Combined Check
COL020
HSS4X2.X.125
0.4853 Pass
.6D+.6W »-Z
H3-lb
Combined Check
COLD21
HSS4X2X.125
0.4248-Pass
.6D+.6W n-Z
H3-lb
Combined Check
COL022
HSS4X2X.125
0.3905-Pass
.6D+.6W o-Z
H3-lb
Combined Check
1-1001
HSS6X3X.375
0.1020 Pass
.6D+.6W u-Z
HI -lb
Combined Check
H002
HSS6X3X.375
0.1008 Pass
.6D+.6W --Z
Hl-lb
Combined Check
I VisualAnaiysis 18.00.0009, With Design
E www.lesweb.com
$ Page 5 of 5
` Page 19 of51
B1 ENGINEERING
FXPRES S
Work Prepared For. PREMIER DOOR COMPANY
Project: TREASURE COAST AIRPARK
CONNECTION ANALYSIS
160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660. FAX: 954-354-0443 Page 20 of 51
ENGINEERINGEXPRESS.COM
ENGINEERING EXPRESS
Frank Bernardo
V:\Projects\19-16422 Treasure Coast'Airpark\01\CalcsWA,model\Doorclosed.vap
-Friday, October 11, 2019 138 PM
REACTIONS FOR BRACING WLEDING CHECK
Member Result Case Offset
Fx
Vy
Vz
Torsion
My
Mz
ft
lb
lb
lb
ID-ft
Ib-ft.
lb-ft
BmX00I
D+.6W A+Z
0.0000
-10:1298
4.7590
-1.9383
-239.8555
0.0000
0.0000
BmX001
D+.6W u.+Z
0.4375
-10.1298
-0.1425
0.0000
-239.8555
-0.4240
1.3486
BmX0b1
D+.6W o+Z
0.8750
-10.1298
-5.0600
1,9383
-239.8555
0.0000
0.0000
BmX001
D+.6W --Z
0.0000
6.7269
-5.2888
-1.9383
265.6676
0.0000
0.0000
BmX001
D+.6W n-Z
0.4375
6..7269
0.1584
0.0000
265.6676
-0.4240
-IA987
BmX001
D+.6W n-Z
0.8750
67269"
5.6233
1.9383
265.6676
0.0000
0.0000
BMX002
D+.6W »+Z
0.0000
43466
87.5171
4.3993
-200.6940
0.0000
0.0000
BMX002
D+.M )u+Z
1.8958
-8.3486
2.4742
0.0060
-200.6940
-7.9618
113.4946
BmXO02
D+.6W»+Z
3.7917
=8.3466
-91.9494
8.3993
-200.6940
0.0000
0.0000
BmXO02
D+.6W »-Z
MOOD
2.5896
-97.2599
-8.3493
222.6399
0.0000
0.0000
BmXO02
D+.6W----Z
1.8958
2.9890
-2.7496.
0.6006
222.6399
-7.9618
-126.1294
BMX002
D+.M,>-Z
3.7917
2.5890
102.1856.
8.3993
222.6399
0.0000
0.0000
BMX003
D+.6W n+Z
0.0000.
-4.7530
216.8863
-13.2912
-84.5690
0.0000
0.0000
BmX063
-D+.6W-+Z
3.0000
-4.7530
4.3055
0.0000
-84.5690
-19.9368
418.7457
BMX003
D+.6W .+Z
6.0000
=4.7530
-212.7511
13.2912
-84.5690
0.0000
0.0000
BmXO03
D+.6W n-Z -
0.0000
-3.8268
-241.0311
-13.2912
93.4266
0.0000
0.0000
BmXO03
D+.6W n-Z
3.0000
-3.6268
1.4508
0.0000
93.4266
-19.9368
465.3625
BmXO03
D+.6W --Z
6.0000
-3.8268
236.4355
13.2912
93.4266
0.0000
0.0000
BmXO04
D+.6W r+Z
0.000D
-5.0194
211.4420
-13.2912
-5.8371.
0.0000'
0.0000
BmXO04
D+.6W m+Z
3.0000
-5.0194
2.4333
0.0000
-5.8371.
-19.9368
419.2421
BmXO04
'D+.6W n+Z
6.0000,
-5.0194
-21B.1953
13.2912
-5.6371
0.0000
0.0000
BMX004
D+.6W n-Z
0.0000
A5405
-234.9808
-13.2912
5.7321
0.0000
0.0000
BMX004
D+.6W.--Z
3.0000
-33405
-2.7041
MOOD
5.7321
-19.9368
-465.9142
BMX004
D+.6W a-Z
6.0000
-3.5405
242.4859
13.2912
5.7321
0.0000
0.0000
Bm%005
D+.6W a+Z
0.0000
-6.2701
217.5276
-13.2912
7.1419-
0.0000
0.0000
BmX005
D+.6W »+Z
3.0000
-6.2701
-1.7258.
0.0000
7.1419
-19.9368
418.7228
BmX005
D+.6W »+Z
6.0000
-6.2701
-212.1097
13.2912
7.1419
MOOD
0.0000
BmX005
D+.6W.» Z
0.0000
-2.2752
-241.7438
-13.2912
-8.2559:
MOOD
0.0000
BmXOO5
D+.6Wm-Z
3.0000
-2.2752
1:9179'
0.0000
-8.2559
-19.9368
465.3371
BmX005
D+.6W A-Z
6.0000
-2.2752
235.7228
'13.2912
-8.2559
0.0000
0.0000
BMX006
D+.6W n+Z
0.0000
-5.9225
211.9253
-13.2912
-7.5273
0.0000
0.0000
BMX006
D+.6W -+Z •• -
3.0000
=-5:9225
1.8235
0.0000
-7.5273
-1%9368
418.7088
BmXO06
D+.6W »+Z
6.0600
-5.9225
-217.7120
13.291.2
-7.5273
0.0000
0.0000
BmXO06
D+.6W »-Z
0.0000
-2.6114
-235.5178
-13.2912
8.6675.
0.0000
0.0000
BMX006
D+.6W n-Z
3.0000
-2.6114
-2.0265
0.0000
8.6675
-19.9368
465.3215
BMX006
D+.6Wm-Z
6.0000
-2.6114
241.9488
13.2912
8.6675
0.0000
0.0000
BmXOD7
D+.6W A+Z
0.0000
4.0068
218.2110
-13.2912
5.6646
0.0000
0.0000
BMX007
D+.6W'»+Z
3.0000
-4.0068
-2.1711
0.000D
5.6646
-19.9368
418.7351
BMX007
D+.6W »+Z
6.0000
4.0068
-211.4621
.13.2912
5.6646
0.0000
0.0000
BMX007
D+.6W --Z
0.0000
-4.5069
-242.5034
-13.2912
-5.5605
0.0000
0.0000
W1 I
VisualAnalysis 16,00.0009, With Design
`mw
www.lesweb.com
S
MS
Page 1 of 3
Page 21 of51
r:.
ENGINEERING EXPRESS
Frank Bennardo
V:\Projects\19-16422 Treasure Coast Airpark\01\Calcs\VA:model\Door closed.vap
Friday, October 11, 2019 1:28 PM
Member Result Case Offset
I I
I
Ib , I
lVy b I
Ib ` '; I
lb-ftn I
,myb-ft I
Imz-
BMX007
D+.6W u-Z
3.0000
-0.5069
2.4128
0.0000
-5.5605
-19.9368
-465.3508
BMX007
D+.6W =-Z
6.0000
.A5069..
235.0031
13.2912
-5.56D5
0.0000
0.0000
BMX008
D+.6W » +Z
0.0000
-3.3744
212.5866
-13.2912
83.9115
0.0000
0.0000
BmX008
D+.6W n+Z
10000
.-3:3744
1.4232-
0.0000
83.9115
-19.9368
418.7424
BMX008
-D+.6W -+Z
6.0000.
-3.3744
-217.0866
13.2912
83.9115
0.0000
0.0000
BMX008
D+.6W »-Z
D.0000
-5:1189
-236.2,528
-13.2912
-92.7215
0.0000
0.0000
BmX008
D+.6Wn-Z
3.000D
-5.1189
-1.5816
0.0000
-92.7215
-19.9368
-465.3589
BMX008
D+.6W n-Z
6.0000
-5.1189
241.2.537
13.2012
-92.7215
0.0000
0.0000
BMX009
D+.6W »+Z
0.0OOD
-6.0852
92.1204
-8.3093
193.7189
0.0000
0.0000
BMX009
D+.6W b+Z
1.8958
-6.:0852
-3.2884
0.0000
193.7189-
-7.9618
113.0428
8mX009
D+.6W n+Z
3.7917
r6.0852
-87.3102
8.3993
193.7189
0.0000
0.0000
BMX009
D+.6W n-Z
0.0000
0.5431.
-102.3757
-8.3993
-214.9293
0.0000
0.0000
BMX009
D+.6W »-Z
1.8958
0.543i
3.6544
0.0000
-214.92M
-7.9618.
-125.6273
BMX009
D+.6W'm Z
3.7917
0.5431
97.0300
8.3993
-214.9293,
0.0000
0.0000
BmX010
D+.6W A+Z
0.0000
-9.5276
6.9343
-2.3075
237.5459
0.0000
0.0000
BmX010
D+.6W u+Z
0.5208
-9.5270
-0.4939
0:0000
237.5459
-0.6009
2.1890
BmX010
D+.6W n+Z
1.0417
-9.5270
-6.6117
2.3075
237.5459
0.0000
0.0000
BmX010
D+.6W.u-Z
0.0000
6:1187
-7.7062
-2.3675
-263.2762
0.0000
0.0000
BmX010
D+.6\+1--7
0.5208
Llli7
0.5488
0.0000
-263.2762
-0.6009
-2.4327
BmX010
D+.6W»-Z
1.0417
6.1187
7.3478
2.3075
-263.2762
0.0000
0.0000
BmX011
D+.6W u+Z
D.0000
1:8953
4.7483
-1.9383
173.4110
0.0000
0.0000
BMXo 11
D+.6W A+Z
OA375
1.6953
-0.1473
0.0000
173.4110
-0.4240
1.3441
BmX011
D+.6W -+Z
0.8750
1.8953
-5.0350
1.9383
173.4110
0.0000
0.0000
BmX011
D+.6W »-Z
0.0000
-0.9134
-5.2769
-1.9383
-195.5084
0.0000
0.0000
BmX011
D+.6W b-Z
0.4375
-0.9134
0.1637
0.0000
-195.5084
-0.4240.
-1.4938
BmX011
D+.6W .-Z _
0.8750
:0.9134
5.5955
1.9383
-195.5084
0.0000
0.0000
BmX012
D+.6W n+Z
0.0000
0.5256
87.4886
-8.3993
147.5222
0.0000
0.0000
BMX012
D+.6W.+Z
1.8958
0.5256
2.4529
0.0000
147.5222
-7.9618
113.4835
BMX012
D+.6W »+Z
3.7917
0:5256
-91.9420
8.3993
147.5222
0.0000
0.0000
BmX012.
D+.6W » Z
0.0000
1.5228
-97.2283
-8.3993
-159.7889
0.0000
0.0000
BmX012
D+.6Wn-Z
1.8958
1.5228
•2.7259
0.0000
-159.7889
-7.9618
-126.1171
BmX012
D+.6W o-Z
3.7917
1.5228
102.1775
8.3993
-159:7889
0.0000
0.0000
BMX013
D+.6W »+Z
0.0000
-0.5699
214.7910
-13.2912
58.9584.
0.0000
0.0000
BMX013
D+.6W u+Z
3.0000
-M699
-1.3256
0.0000
58.9584
-19.9363
412.9977
BMX013
D+.6W -+Z
6.0000
4.5699'
-2.10.6177
13.2912
58.9584
0.0000
0.0000
BMX013
D+.6W A-Z
0.0000
5.0374
-238.7026
-13.2912
-61.5507
0.0000
0.0000
BMX013
D+.6W »-Z
3.0000
.'S.0374
1.4731
:0.0000
-61.5507
-19.9368
-458.9746
BmXD13
D+.6W »-Z
6.0000
5.0374
234.0646
13.2912
-61.5507
0.0000
0.0000
BmX014
D+.6W v+Z
0.0000
-0:8815
209.2702
-13.2912
41.6637
0.0000
0.0000
BMX014
D+.6W n+Z
3.0000
-0.8815
2.4072
0.0000
41.6637
-19.9368
413.4285
BMX014
D+.6W »+Z
6.0000
-0.8815
-216.0309
13.2912
41.6637
D.0000
0.0000
,E
VisuaKnalysis 18.00.0009, With Design
•• -
www.lesweb.com
wis
Paget of 3
Page 22 of 51
ENGINEERING EXPRESS
Frank Bennardo
V:\Projects\19-16422 Treasure Coast Airpark\01\Calcs\VA model\Door dosed.vap
Friday, October 11, 2019 1:28-PM
BmXO14
D+.6W »-Z
0.0000
BmXO14
D+.6W *-Z
3.0000
BmXO14
D+.6W »-Z
6.0000
BmX015
D+.6W s+Z
0.0000
BMX015
D+.6W »+Z
3.0000
BmX015
D+.6W -+Z
6.0000
BmX015
D+.6W n-Z
0.0000
BmXO15
D+.6W *-Z
3.0000
BmXO15
D+.6W --Z
6.0000
BMX016
D+.6W »+Z
0.0000
BMX016
D+.6W -+Z
3.0000
BmXO16
D+.6W o+Z
6.0000
BmXO16
D+.6W n-Z
0.0000
BmXO16
D+.6W w-Z
3.0000
BmXO16
,D+.6W --Z
6.0000
BMX017
D+.6W -+Z
0.0000
BMX017
*D+.6W -+Z
3.0000
BmXO17
'D+.6W o+Z
6.0000
BMX017
D+.6W; n-Z
0.0000
BMX017
D+.6W-.-Z
3.0600
BMX017
D+.6W*-Z
6.0000
BMX018
D+.6W p+Z
0.0000
BMX018
D+.6W n+Z
3.0000
BmX018
D+.6W.u+Z
6.0000
BMX018
D+.6W»-Z
0.0000
BmX018
D+.6W n-Z
3.0000
BmX018
D+.6W n-Z
6.6000
BmX019
D+.6W o+Z
-
0.0000
BmX019
D+.6W_-+Z
1.8958
BMX019
D+.6W n+Z
3.7917
BMXO19
D+.6W o-Z
0.0000
BmX019
D+.6W w-Z
1.8958
BmX019
D+.6W »-Z
3.7917
BMX020
D+.6W »+Z
0.0000
BmX020
D+.6W A+Z
0.5208
BmX020
D+.6W o+Z
1.0417
BmX020
D+.6W»-Z
0.0000
BmX020
D+.6W n-Z
0.5208
BmXO20
D+.6W .-Z
1.0417
VlsualAnalysis 18.00.0009, With Design
E
S www.iesweb.com
I
I
Tolb-ftrsion I
I
lb -: `I
lb
lb
lb-ft
Ib-ft
5.106$
-232.5672
-13.2912
-44.6533
0.0000
0.0000
5.1066
-2.6751
0.0000
-44.6533,
-19.9368
-459.4533
5.1bW
240.0806
13.2912
-44.6533
0.0000
0.0000
-0.3434
215.3680
-132912.
13.7392
0.0000
0.0000
-0.3434
-1.7341
0.0000
13.7392
-19.9368
412.8871
-0.3434,
-209.9332
13.2912
13.7392
0.0000
0:0000
4:5744
-239.3438
-13.2912
-14.8331
0.0000
0.0000
4.5744
1.9272
0.0000
-14.8331
-19.9368
-458.8517
4.5744
233.3040
13.2912
-14.8331,
0.0000
0.0000
-0.4615
209.7842
-13.2912
-13.5002
0.0000
.0.0000
•0.4615
1.8321
0.0000.
-13.5002
-19.19368
412.9366
-0.4615
-215.5528
13.2912
-13.5002
0.0000
0.0000
4.6944
-233.1384
-13.2912
14.6138
0;0000
-0.0000
4.6944
-2.0360
0.0000
14.6138
-19.9368
-458.9067
-6944.
239.5492
13,2912
14.6138
0.0000
0.0000
-1.2176
215.9705
-13.2912
-41.0050.
0.0000
0.0000
-1.2176,
-2.1490
0.000D.
-41.0056
-19.9368
412.8890
-1:2176
-209.2948-
13.2012
-41.0050
0.0000
-0A000
5.4435
-240.0134
-13.2912
4319640
0.0000
0.0000
5.4439
2.3882
0.0000
43.9640
-19.9368
A58.8538
5.4439
232.5945
13.2912
43.9640
0.0000
0.0000
-1.0166
210.4784
-13.2912
-56.5876
0.0000
0.0000
-1:8166.
1.4333
0.0000
-56.5876
-19.9368
412,9843
-1.0166
-214.9303
13.2912
-56.5876
0.0000
0.0000
. 5.4781
-233.9099
-13.2912
58.9446
0.0000
010000
5.4781
-1.5928
0.0000
58.9446
-10.9368
-458.0597
5.4781
238.8573
13.2912
58.9446
0.0000
0.0000
-0.1548
92.1009
-8.3993
-140.4190
0.0000
0.0000
-0.1548
-3.8910
0.0000
-140.4190
-7.9618
112.9846
-0.1548
-2.1661,
-87.3298
8.3993
-140.4190
0.0000
0.0000
-102.3510
-8.3993
151.7583
0.0000
0.0000
2.1661
4.3242.
0.0000
151:7583
-7.9618
-125.5626
2.1661
97.0518
8.3993
151.7583
0.0000
0.0000
1.6968
6.9343
-2.3075
-168.6392.
0.0000
0.0000
1.6968
-0.4939
0.0000
-168.6392
-0.6009
2.1890
1.6968
-6.6117
2,3075
-168.6392
0.0000
0.0000
-0.7035
-7.7062
-2.3075
190.4036
0.0000
0.0000
-0:7035
0.5488
b,0000
190.4036
-0.6009
-2.4327
-0.7,035.
7.3478
2.3075
190.4036
0.0000
0.0000
Page 3 of 3
Page 23 of 51
WELDING PRACING CHECK
Weldment treated as line Per Design of weleded Structures by Blodaett
Member: EXTREME RESULTS
Welding-Inouts
b= 3 section width
d= 6 section height
T= 932 Lb-ft
Mz= 2484 Lb-ft
My= 1058 Lb-ft
Fy= 3597 Ibs
Fz= 336lbs
Axial= 7lbs
c1= 3 section centroid Y
c2= 1.5 section centroid Z
t2= 1/8 Thickness thinner member
Table 4 - Determine force on Wed
An, t:al Il.xign 'Is ing Im d
T;'Irvf i..m up
S:r, Fm
I
1 vp\V IJv
If.(tf^ICI n.Mln'Iy.i]l tl::a l•.Illll
_ ___
J// f
A
f=1\-,
by^: •�It h:
Il�nzv�M.il
Sri
/y
Table 5 Properties,of weld treated as line
/y
Table 5 Properties,of weld treated as line
bi
a
Page 24 of51
m
Weld properties
Torsion=
Bending=
Shear/ Axial=
Weld forces
Forces due to torsion
Forces due to bending
Shearforces
Jw=
121:50
in43
Swz=
30.00
inA2
Swy=
21.00
inA2
Aw=
18.00
in
FTy= 276.15 lb/in '
FTz= 138.07 lb/in
FMy= 604.57lb/in
FMz= 993.6lb/in
FVy= 199.83lb/in
FVz= 18.67lb/in
Resultant forces
f = C(f=+fb=+f= +(fsy+fby+.f.� +if�+f=+fZ)z���
Ft= 1674.90 lb/in
Leg size
Actual ForcelAllowable force 0.1128 in = w Welding thickness
OK
Page 25 of 51
Allowable weld resistance
Electrode Classification, FExx = 70.0 ksi
-Allowable Shear of Weld, (Fv) = 21.0 ksi=(0.6`FEXX)/2.0
Strength of weld (W_allow) = 14.85 kip/inch
Base material
Rn= 29 kip/in=FnBMxlin
Allowable force= 14.85 kip/inch
= (q2/2) ' Fv " w
ASTM A500
Fy=
Fu=
46
58
Page 26 of 51
ENGINEERING EXPRESS
Frank Bernardo
V:\Projects\19-16422 Treasure Coast A1rparkN01\CalcsWA model\Doorclosed.vap
Friday, October 11, 20191:52 PM
REACTIONS FOR TRUSS WLEDING CHECK
Member Forces, Detailed
Member
I Result Case
I Offset I
Fbx , I
I
tlb
T rsrsion
..
IVby
I
lb-ftImyb-ft
Ib-R
BmX022
D+.6W .+Z
0.0000
-924.6894
-147.7680
-31.2350
514207
32.2372
1017.1987
BMX022
D+.6W »+Z
11.41.67
2262.2575
-781.0258
16.2865
256.3550
-10.2675
-2064.9730
BMX022
D+.6W o+Z.
22.8333
1173:1104
-232.0786
-335.4266
287.8402
-443.7843
198.5265
BMX022
..D+.6W �-Z
0.0000
927.2055
168.7456
-28:8601
-52.1790
28.0189
-1145.8246
BMX022
D+.6W n-Z
11.4167
-2665.8335
879.4522
32.6100
-261.4101
41.4221
2335.9765
BmX022
D+.6W i-Z
22.8333
-1368.2979
261.6246
275.6682
-422.5219
38IJ641
-235.0585
BMX023
D+.6W A+Z
0.0000
980.9860
274.4305
-57:9768
-156.9865
4.1467
-1622.1316
BmX023
D+.6W »+Z
10.4167
-2121:3931.
935.6343
25.2980
-484.4697
-106.6897
2014.1424
BmX023
D+.6W n+Z
28:8333
-1134.3651
-227.9986
129.3648
-930.9937
209.3425.
-891.9061
BMX023
D+.6W n-Z
0.0000
-983.7059
-309.9579
-53.6001
152.7344
105.6432
1823.2275
BmX023
D+.6W >-Z
1OA167
2513.7343
-1056.5217
28.2678
470.6722.
91.6818'
-2287:2001
BMX023
D+.6W n-Z
20.8333
1328.5796
270.8508
-116.3600
843.2472
-245.0526
1035.8280
BmX024
D+.6W'.+Z
0.0000
-1164.9157
238.3713
-124.7440
915.4242
211.1090'
-922.4482
BMX024
D+.6W a+Z
10.5000
-2256.9049
-950.3229
-26.8959
469.9291
-103.6033
2144.6945
BmX024
D+.6W n+Z
21.0000
931.3781
-287.6926
58.1006
144.2554
4.6415
-1656.0989
BmX024
D+.6W n-Z
0.0000
1362.6707
-282.1238
107.9014
-829.9006
-248.3547
1070:3313
BmX024
D+.6W b-Z
10.5000
2666:S6§5
1D73.0941
-29.7461
-456.9735
92.7282
-2434.5167
BmX024
D+:6W �Z
21.0000
-927.7808
324.9049
53.4778
-140.5843
105.1597
1861.5202
BMX025
D+.6W n+Z
0.0000
1143:0d76
222.1283
356.0870
-149.9908
-448.7308
206.7582
BmX025'
, D+.6W -+Z
11.3333
2127.4897
769.1406
=14.7439
-262.8994
-13.7056
-1959.7943
BMX025
D+;6W.+Z
22:6667
-974.0442
135.8357
31.6377
-SB.9337
33.5524
985.0096
BMX025
D+.6W n-Z
0.0000
-1334.6546
-251.0302
-294.9190
382.6101
3912457
-244.1037
BmX025
D+.6W n-Z
'11.3333
-2513.7027
-866.0580
-32A255
268.0026
40.6819
2217.4548
BmX025
•D+.6W n-Z
22.6667
§82.8892
-155.2966
28.4714
57.6601
26.7604,
-1109.5365
BmZ001
D+.6W �+Z
0.0000
-520.5159
-.1813.6325
-18.9167
-119.2220
-102.7080
1145.4131
BmZ001
D+.6W »+Z
0.6667
-520.5159
-1813.6325
-15.9631
-119.2220
-114.3346
-616752
BmZ001
D+.6W n+Z
1.3333
-520.5159
-1813.6325
-13.0095
-119.2220
-123.9921
-1272.7636
BmZ001
D+.6W u-Z
0.0000
583.4229
2088.0090
-194.4570
117.8229
332.1003
-1318.7259
BmZ001
D+.6W v-Z
0.6667
583.4229
2088.0090
-191.5034
117.8229
203.4468
73.2802
BmZ001
D+.6W A-Z
1.3333
583.4229
2088.0090
-188.5498
117.8229
76.7624'
14655.2862
BmZ002
D+.6W n+Z
0.0000
1709.2101
721.6434
-91.1459
-71.6013
-203.9132
-465.2379
BmZ002
D+.6W »+Z
0.6667
1709.2101
721.6434
-88.1923
-71.8013
-263.6926
15.8577
BmZ002
D+.6W .+Z
1.3333
1709.2101
721.6434
-85.2387
-71,8013
-321.5030
496.9533
BMZ002
D+.6W »-Z
0.0000.
-1938.6408
-784.1142
-151.1012
71.6498
493.6949
SDS.3619
BmZ002
D+.6W b-Z
0.6667
-1938.6408
-784.1142
-148.1476
71.6498
393.9452
-17:3809
BmZ002
D+.6W.-Z
1.3333
-1938.6408
-784.1142
-145:1940
71.6498
296.1647
-540.1237
BmZ003
D+.6W N+Z
0.0000
-662.6303
3188.2830
-117.0070
-27.7449
-173.6D26
-2049.2287
BMZ003
D+.6W A+Z
0.6667
-662.6303
3188.2830
-114.0534
-27.7449'
--250.6227
76.2933
BmZ003
D+.6W »+Z
1.3333
-662.6303
3188.2830
-111.0998
-27.7449
-325.6738
2201.8152
BmZ003
D+.6W n-Z
0.0000
748.1892
-3594.3463
-118.7796
27.5055
470.8238
2310.1456
VisualAnalysis 18.00.0009, With Design
E
S www.iesweb:com
Page 1 of 2
Page27 of 51
ENGINEERING EXPRESS
Frank Bernardo.
Vi\Projects\19-16422 Treasure toast Airpark\01\Calc9\VA-model\Door ciosed.vap
Friday, October 11, 2019 1:52 PM
Member Forces, Detailed (continued)
Member
Result Case
_I Offset
Fx
Vy
Vz
Torsion
My;
Mz .
ft'
lb
_
lb
_
Ib
Ib-ft
Ib-ft
Ib-ft
BmZ003
D+.6W .-Z
0.6667
748.1892
-3594.3463
-115.8260
27.5055
392.62.20
-86.0852
BmZ003
D+.6W .-Z
1.3333
748.1892
-3594.3463
-112.8724
27.5055
316.3892
-2482.3161
BmZ004
D+.6W.n+Z
0.0000
-562.1231
•49.6079
-121.9846
0.4949
-142.5339
-32.1766
BmZ004
D+.6W n+Z
0.6667
-562.1231
'.49.6079
7119.0310
0.4949
-222,8724
0.8953
BmZ004
D+.6W -+Z
13333
-562.1231
49.6079
-116.0774
0.4949
-301.2419
33.9672
BmZOD4
D+.6W »-Z
0.0006
634.8628.
'-55.9251
-112.9851
-0.4834
440.0273
36.2742
BMZ004
D+.6W n-Z
0.6667
634.86
--55.9251
-110.0315
-0.4834
365.6885
-1.0093
BmZ004
D+.6W »-Z
1.3333
634.8628�
''-55.9251
-107.0779
-0.4834
293.3187
-38.2927
BMZ005
D+.6W »+Z
0.0000
-661.2038
-31023790
-117:1724
28.8881
-175.1915
1993.8113
BmZ005
D+.6W b+Z
0.6667
-661.2038
-3102,3790
-114.2188
28.8881.
-252.3218
-74.4414
BmZ005.
D+.6W -+Z
1.3333
-661.2038
-3302.3790
-111.2652
28.8881
-327.4832
-2142.6941
BmZ005
D+.6W --Z
0.0000
746.5636.
3497.4402
-118.5793
-28.6101
472.1055
-2247.6293
BmZ005
D+.6W .d
0.6667
746;5638
3497.4402
-115.6257
-28.6101-
394.0371
83.9974
BMZ005
D+.6W A-Z
1.3333
746.5638
3497.4402
-112.6721
-28.6101
317.9378
2415.6242
BMZ006
D+.6W n+Z
0.0000
1676.5563
-730.8075
-90.6085.
73.0678
-207.6785
471.0134
BmZ006
D+,6W .+Z
0.6667
1676.5563
-730.8075
-87.6549
73.0676
-267.0996
-16.1917
BmZ006
D+.6W .+Z
1.3333
1676.5563
-730.8075
-84.7013.
73.0678
-3245517
-503:3967
BmZ006
D+.6W-2
•0.0000
-1901.9274
794.2543
-152.0895
-72.9629
496.9767
-511.7537
BmZO06
D+.6W »-Z
0.6667
-1901.9274
794.2543
-149.1359
72.9629
396.5663
17.7492
BMZ006
D+.6W »-Z
1.3333
-1901.9274
794.2543
-146.18231
-72.9629
298.1289
547.2521
BMZ007
D+.6W »+Z
0.0000
-512.9233.
1717.8356
-11.6792
122.9330
--110.3383
-1082.9926
BmZ007
D+.6W .+Z
0.6667
-512.9233
17i7.8356
-8.7256
122.9330
-117.1399
62.2311
BmZ007
D+.6W »+Z
1.3333
-512.9233_
1717.8356
-5.7720
122.9330
-121.9724
.1207.4548
BmZ007
D+.6W --Z
0.0000
574.5548
-1979.4091
-198.6927
-120:8550
335.6983
1247.9695
BmZ007
D+.6W'.-Z
0.6667
574.5548
-1979.4091
-195.9391
-126.8550
204.0877
-71.6365
BmZ007
D+.6W n-Z
1.3333
574.5548
-1979.4091
-192.9855
-120.8-550
74.4462
-1391.2426
H001
D+.6W v+Z
0.0000
-1082.3127.
-492.3910
-167.0805,
616.1682
1039.9283
193.7586
1-1001
D+.6W -+Z
1.1335
-1082.31.27
-492.3910
-145.9122
616.1682
862.5465
-364.3448
1-1001
D+.6W »+Z
2.2669
-1082.3127
-492.3910
-124.7440
616:1682
709.1581
-922.4482
H601
D+.6W n-Z
0.0000
1267.9782
573.3206
65.5649
-525.0954
-885.5939
-229.3359
1-1001
D+.6W --Z
1.1335
1267.9782
573.3206
86.7332
-525.0954
-799.2823
420.4977
H001
D+.6W --Z
2.2669
1267.9782
573.3206
107.9014
-525.0954
-688.9775
1070.3313
H002
D+,6W »+Z
0.0000
-1051.5043
482.8107
-171.7013
-629.7989
1058.1321
-202.5832
H002-
D+.6W »+Z
!« 1.1335
.1051.5043
482.8107
-150.5330
-629.7989
875.5129
344.6615
H002
D+.6W »+Z
2.2669
-1D51.5043
482.8107
-129,3648
-629.7989
716.8870
891.9061
H002
D+.6W »-Z
0.0000
1233.7770
-562.3860_
74.0235
537.8314
-909.9483
239.0515
H002
D+.6W --Z
1.1335
1239.7770
-562.3860
95.1917
537.8314
-814.0493
-398.3882
H002
D+.6W n-Z
2.2669
1233.7770
-562.3860
116.3600
537.8314
-694.1571
-1035.8280
,r
.;31I VisualAnaiysis 18.00.0009, With Design
8 www.iesweb.com
Page 2 of 2
Page 28 of 51
TRUSS WLEDING CHECK
Weldment treated as line per Design of weleded Structures by Blodgett
Member: EXTREME RESULTS
WeldinaTnouts
b=
4 section width
d=
2 section height
T=
266 Lb-ft
Mz=
0 Lb-ft
My=
0 Lb-ft
Fy=
243lbs
Fz=
115 Ibs
Axial=
7 Ibs
c1=
1 section centroidY
c2=
2 section centroid Z
t2=
1/8 Thickness thinner member
Table 4 - Determine force on wled
S,auuv 1rvm:ng ll:c j
Yo, W
mn+l: KclemaLlnvl
Slrc. P++ I
fl 1 .ln
1 li 1 \P
I
�
-
I
11 d5a I 1.)fll. 1 I
\
t i
1'nlnnil
r_TC
1_Tr'I'
Vlrtv
✓y
Table 5 Propertiesofweld treated as line
ra�.aw•. ur u'anrr..ml n,n li. M1
C>,Jhrc �Jl\FId�J Lwv
p xid-L J-JsotL
IIvnJInF
lub.r Ioniluliml uuz. hl
Txii"
1016
_
L•_e
p
_
\ 1I
J
1
•
,\ _an I IIIi �1
m a) feu'
n J
1
M1-
S" u t t h tp
J L_',:11' I II a dam•
�.•i
l h.wm
I? zM1. !dj
r
i
1 1P JI
J M1 J:1. J IM1 JI?
�
�
JYJe•m F�.
V
µM1"J.-.. fi
+
I f+ li v.nn
a
tiw �M1A
_l
!
1
J aIf
Page 29 of 51
Weld properties
Torsion=
Jw=
36:00
inA3
Bending=
Swz=
9.33
inA2
Swy=
13.33
inA2
Shear/Axial=
Aw=
12.00
in
Weld forces
Forces due to torsion
FTy= 8567 .lb/in
FTz= 177.33 lb/in
Forces due to bending
Shearjorces
FMy 0.00lb/in
FMz= 0lb/in
FVy= 20.25lb/in
FVz= 1.13lb/in
Resultant forces //�� z /{ { /�
,/t — CVSX+fex+,f.Izl +Vi'+JbY+JJY�2 sz+fbz+ffz)2)1/2
Ft= 209.07 lb/in
Leg size
Actual Force 0.0141 in
Allowable force
OK
=w Welding thickness
Page 30 of 51
Allowable weld resistance
Electrode. Classification, FExx = 70.0 ksi
Allowable-Shearof-Weld, (Fv) = 21.0 ksi - (0 6*i=Exx)12.0
Strength of weld (W_allow) 14.85 kip/inch
Base material
Rn= 29 kip/in ' =FnBMxlin
Allowable force= 14.95 kip/inch
_ (4212) ` Fv' m
ASTM A500
Fy=
Fu=
46
58
Page 31 of 51
r
ENGINEERING EXPRESS
Frank Bennardo
V\Projeets\19-16422 Treasure .Coast Airpark\01\Caics\VA model\Door dosed.vap
Friday, October 11, 2019 1:14 PM
REACTIONS FqR SPLICE CHECK
Member Result Case
Offset
Fx
Vy
Vz
Torsion
' My
-Mz.
in
lb
Iti
Iti
lb -in
Ib-in
lb -in
001-001
'D+.6W -+Z
0.0000
-184.3554
5.8780
8.6490
49.9278-439.2888
16579.6003
001-001
D+.6W »+Z',41.7815
-168.9297-
-34.9820
8.6490
49.9278
-77.9219-
16032.1502
001.001
.D+.GW u+Z
83.5630
-151.5657
-77.3619
-1.4808
49.9278-
27.0342
16570.7280
C01.001
D+.6W »-Z
0.6000
220.8619
-19.8292
-6.0823.
-60.4344
328.1468
-16232.5303
COL001
'.D+.6W--Z
41.7815
236:2876
25.4405
-6,0823
-60.4344
7.4.0210
-16178.8730
COL001
D+.6W o-Z
83.5630
253.6516
72.6772
0.6446
-60.4344
-9.8303
-17323.0250
COL002
D+.6W -+Z
0.0000,
-I51.5657
-77.3618
-1.4808
49.9278
27.0342
16570.7280.
COL002
D+.6W -+Z
42.7813
-133.8325
:-120.8729
0.4145
49.9278_
-13.1595
10234.0459
COL002.
D+.6W x+Z -
85.5625
-118.0377
-162.1410
0.4145
49.9278
4.5724
4105.2535
COL002
D+.6W »-Z
0.0000
253.6516
-72.6772
0.6446
-60.4344
-9.8303
-17323.0250
COL002.
D+:6W »-Z
42.7813
2713847
121.6322
-0.2688
-60.4344
6.5870
-10816.2603
'COL002
D+.6W »-Z
85:5625
287.1796
167.5612
-0.2688.
-60.4344
4.9121
4574.0377
-COL003
D+.6W z+Z.
0.0000
316.1272
303,0785
-0.6641.
64.8496
-11.6479
7706.5161
COL003
D+.6W »+Z
41.7815.
331.5529
158.1472
-0.6641
64.8496
-39.3951.
17888.7077
COL003
D+.6W n+Z
83.5630
357.3163
-40.9954
1.1191
64.8496
-22.0060
19780.7832
C01.003
D+.6W »-Z
0.0000
-207.3229.
-347.5333
2.3560
-77.7972
-58.9549.
-6590.8490
COL003
D+.6W n-Z
-41.7815
-191.8962
-186.4676.
2.3560
-77.7972
39.4818'
-18354.2459
COL003
D+.6W --Z
.,.83.5630
-166.1328
34.8446
-1:3^19
-77.7972
33.1796
-20910.5517
COL004.
D+.6W o+Z
0.0000
357:3163
40.9954
1.1191.
64.8496
-22.0060,
19780.7832
COL004
D+.6W »+Z
42.7813
3834487
-250.4179.
-0.2507
64.8496
9.1322-
14109.3655
COL004
.D+.6Wb+Z
85.5625
399:2435..
,-394.3689
-0.2507
64.8496
-1.5925
-154.8780
COL004
D+.6W .-Z
0.0000
-1fi6.1328
34.8446
-1.7819
-77.7972
33.1796
-20910.5517
COL004
1)+.6W --Z
42.7813,
-140.6604
267.6271
0.6544
-77.7972
-13.2840
-15149.3072
COL004
.D+.6W»-Z
85.5625.
-124.2056
,.42J:5573
0.6544
-77.7972.
14.7109
244.2837
COL005
'D+.6W -+Z
O.D000
115.8943
729.9531
-2.2901
118.4542
70.2240
-4531.8395
C01.005
,D+.6W -+Z
41.7815
131.3200
488.2306
-2.2901
118.4542
-25.4606
22050.6057
COL005
D+.6W »+Z
83.56.30-
168.4362
21.5823
1.3035
118.4542
-30.1805
30593.9812
COL005
D+.6W --Z
0.0000
196.9982
-825.4801
4.1591
-138.5405
-147.4031
7446.3436
COL005
D+.6W u-Z.
41.7815
212.4240
-556.8479
4.1591
-13BZ405
263697
-22691.4042-
COL005
D+.6W --Z
.83.5630
249.5402
-38.2501
-2.2567
-138.9405
37.7423:
-32779.9564
COL006
D+.6W »+Z
0.0000
168.4362
21.5823
1.3035
118.4542
--30.1805
30593.9812
COL006
D+.6W u+Z
42.7813
205.9216
467.9327
0.2081
118.4542
12.2017
23667.0321
COL006
D+.6W »+Z
85.5625
221.7164
-701.3137
0.2081
118.4542
21.1042
-2262.3173
"COL006
D+.6W --Z
.. ,0.0000,
249.5402
-38.2501
-2.2567
-138.5405
37.7423
-32779.9564
COL006
D+.6W n-Z
4V813
2p7.0255
50S.7602
1.2578
-138 5405
-15.8603.
-25689.9241
COL006
D+.6W o-Z
85.5625
302.8204
765,1223
1.2578
-138.5405
37.9494
2515.7283
COL007
D+.6W »+Z
0.0000
183.9579
: , 867.3353
0,8460
-122.5714
-32.4745
-4549.2919
COL007
D+.6W n+Z
41.7815
199.3836
620.2209
0.9460
-122.5714
2.8718
27703.5063
COL007
D+.6W »+Z
83.5630
241.3918
26.3435
-0.4047
-122.5714
6.5615'
39783.7070
COL007
D+.6W »-Z
0.0000
170.6521 -
7982.5968
-0.8491
136.7968
32.1100
8188.7151
18.00.0009, With Design
SVisualAnalysis
�% ■E
wwW.lesweb.com
3
Page 1 of 4
Page 32of51
.l n.
ENGINEERING EXPRESS
Frank:Bennardo
V:\Projects\19.16422 Treasure Coast Airpark\OS\Calcs\VAmodel\Doorclosed.vap
Friday, October 11, 20191:14 PM
Member
Result Case
Offset
Fx
Vy
Vz
Torsion
My
Mz
--
-
-in
lb •`
Ib
Ib
Ib-1n
1b-iD'
Ib--1n
COL007
D+.6W a-Z
41.7815
186.2778
-707.9724
-0.B491
136.7968
-3.3666
-28436.1659
COL007
D+.6W u-Z
83.5630
2281,3859
47.9818
0.4163
136.7968
-6.8136
42647.9678
COL008
D+.6W »+Z
0.0000
241.3918
26.3435
-0.4047
-122.5714
6.5615
39783.7070
COL008
D+.6W -+Z
42.7813
283:7690
-590.8787
0.1335
-122.5714
-4.1744
30685.7289
COL008
D+.6W »+Z
85.5625
299.5638
-827.1313
0.1335
-122.5714
1.5375
-582.8429
COL008
D+.6W a-Z
0.0000
228.2859
-47.9818
0.4163
136.7968
-6.8136
-42647.9679
C01.008
D+.6W »-Z
42.7813
270.6632
637.9527
-0.1162
'136.7968
4.4889
-33322.8481
COLOOB
D+.6W:.-Z
85.5625
286.4580
900.5061
-0.1162
136.7968
-0.4819
626.4462
COL009
D+.6W'»+Z
0.0000
154.2362
872.4587
0.4253
-18.9904
-3115150
-6836.3083
COL009
D+.6W »+Z
41.7815.
169.6620
625.7081
0.4253
-18.9904
-13.7434
25638.2913
COL009
-D+.6W a+Z
83.5630
211.6701
43.7135
0.1589
-18.9904
-2.7167
37455.8159
COL009
D+.6W --Z.
0.0000
212:6131'
-987.1886
-0.4274
17.4833
33.2773
10512.2663
COL009
D+.6W +,Z
41.7815
227!4388
-712.9685
-0.4274
17.4833
15.4191
-26313.0683
COL009
D+.6W --2
83.5630
269.4469
-66.1835
-0.1411'
17.4833
4.8075
-40179.3111
COL010
D+.6W »+Z
0.0000
211.6701
43.7135
0.1589
-18.9904
-2.7167
37455.8159
C01_030
D+.6W n+Z
42.7813
254.Q473
.-561.8772
-0.1528
-18.9904
02726
29110.2984
C01-010
D+.6W n+Z
$5.5625
269.8422
-797.7128
-0.1528
-18.9904
-6.2629.
-910.2333
C01-010
D+.6W »-Z
0.0000
2694469
'-66.1835
-0.1411
17.4833:
4.6075
40179.3111,
COL010
D+.6W --Z
42.7813
311:8242
606.8245-
-0.0717
17.4833
0.3B17;
-31629.9641
COL030
D+.6W »-Z
85.5625
327.6190
868.9145
-0.0717
17A833
-3.4480
979A938
C01_011
D+.6W -+Z
0.0000
184.8564
845.7226
-0.2551
0.1662
9.9146,
-3058.1935
C01_011
D+.6W o+Z
41.7815
200.2822
598.8591
-0.2551
0.1662
-0.7453
28300.0591.
COL011
D+.6W »+Z
83:5630
242.2903
17.1355
0.0924
0.1662
-2.6069
40125.3983
COL011.
D+.6W n-Z
0.0000
170.3175
-958.9004
0.2437
-0.1854
-9.3799
6597.8798
C01_011
D+.6W-»-Z
41.7815.
165:7432
-684.5548
0.2437
-0.1854
0.8010
-29046.3355
COL011
,D+.6W u-Z
83.5630
2273514
-38.0709
-0.0926
-0.1854
2.4708
=42990:5937
Own
D+.6W -+Z
0.0000
242.2903
17.1355
0.0924
0.1662
-2.6069
46125.3983
COL012
D+.6W n+Z
423813
284.6675
-588.5725
-0.0257
0.1662
-0.0956
30766.3718
COL012
D+.6W n+Z
85.5625
3GOA624
-824.0845
-0.0257
0.1662
-1.1955
-383 4415
COL012
D+.6W m-Z
0.0000
227.7514
-38.0709
-0.0926
-0.1854
2.4708
-42990.5937
COL012
D+.6W n-2
42.7813
270.1286
635.0674
0.0274
-0.1854
-0.0228.
-33393.8699.
COL012
D+.6W *-Z
85.5625
285.9234.
896.7978
0.0274
-0.1854
1.1515
409.7179
COL013'
'D+.6W »+Z
0.0000
183.4853
867.4308
-1.3400
121.7153
51.9663
-4518.2354
COL013
-D+.6W n+Z
41.7815
198.9110
620.3077
-1.3400
121.7153
4.0189
27736.9708
COL013
`D+.6W »+Z
'83.5630
240.9192
26.2389
0.5757
121.7153
-11.5142
39814.3696
COL013
D+.6W-» Z
0.0000
171.3107
-982.7406
1.3116
-135.8307
-50.1973
8160.4285
COL013
D+.6W »-Z
41.7815
186.7365
-708.1066
1.3116
-135.8307
4.6043
-28468.7017
COL013
D+.6W --Z
83.5630
228.7446
-47.9031
-0.5839
-135.8307
lIA254
42678.9222
COL014
D+.6W n+Z
'0:0000
240.9192
26.2389
0.5757
121.7153
-11.5142
39814.3696
COL014
D+.6W »+Z
i2.7813
293.2964
-591.1152
-0.1803
121.7153
3.8768
30704.3278
COL014
D+.6W n+Z
85.5625
299.0912
-827.4321
-0.1803
121.7153
-3.8387
-575.3059
With Design
..„�
AVisva[Analysis.18.00.0009,
E
www.lesweb.com
S
Page 2of4
Page 33
of 51
cnm—
a
n n n n n n n n n n n n n n n n n n n n n n n n n n n' n n n n n n n n n n ('� (� n n
O o 0 o o o O. O o D o o o o o O o 0 0 0 0 :0 0 0 0 O o o o 0 0 0 0 0 0 0 'o O, O O v
r r r r r 'n
0 0 o 0 0 0 0 0 0 0 0 o 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0o 0 o V o Y •o O o 0 0 0
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d
ENGINEERING EXPRESS
Frank Bennardo
V:\Projects\19-16422 Treasure Coast Airpark\01\Gales\VA model\Doorclosed.vap
Friday,October 11, 2019 1:14-PM
-Member
ResultCaseI
Offin setI
Tlbninn
lb
lb I
16 I
I
IbMy
-n I
Iti10-
COL021
0+.6W »+Z
83.5630
-135.1737
-78.7992
1.3279
-57.2049
-25.8688
16724.9326
COL021
D+.6W n-2
0.0000
210.0883
-20.4998
5.6322
68.6608
-307.3920
-16416.7355
COL021
D+.6W » Z
41.7815
225.5140
24.7699
5.6322
68.6608
-72.0701
-16391.0962
COL021
D+.6W n-Z
83.5630
243:2473
74.0656
-0.4865
68.6608
8.3710
-17482.4515
C01-022
D+.6W n+Z
0.0000
-135.1737
-78.7992
1.3279
-57.2049
-25.86a8
16724.9326
COL022
D+.6W.»+Z
42.7813
-117.0714
-124.1737
-0.3689
-57.2049
10.2067
10361.2500
COL022
D+.6W »+Z
85.5625
-101.2765
-166.0418
-0.3689
-57.2049
-5.5747
4091.2431
COL022
D+.6W » Z
0.0000
243.2473
74.0656
-0.486.5
68.6608
8.3710
-17482.4515
COL022
D+.6W n-Z
42.7813
261.3496
124.4915
0.2169
68.6608
-3.8484
-10952.2433
COL022
D+.6W »-Z
85.5625
7.77.1444
171.0205
0.2169
68.6608
5.4319
-4562.0272
J.
i
A� I VfsualAnalysis 18.00.0009, With Design
E www.lesweb.com
Page 4 of 4
Page 35 of 51
Splice Check
u.ca in
z V
Connection will be analized using.extreme reactions
Maximum moment= 3583 lb-ft
4"
6 in
42996
HiAri"
Maximum shear= 988
Ibs
Maximun tension= 399:24
Ibs
Maximun torsion= 151 Ibs-in
J= 20.81 in4
Tension calculation on bolts
T1=
4777.333 Ibs/ bolt Tension coming from moment
T2=
99.81 Ibs/bolt Tensiori coming.from tension on member
Shear calculation on bolts
S=
247 Ibs/ bolt
Sto=
37.35 Ibs/ bolt Shear from torsion
Stotal=
249.8 Ibs/ bolt
Unity check
0.84
OK
Page36 of 51
NGINEERING
XPRESS" "
Work Prepared For. PREMIER DOOR COMPANY
Project: TREASURE COAST AIRPARK
Pin check CaD clevis
2
t
1028i1
CYLINDER MOUNT 1.25D
1
t
101326
JCYL BRKT MTG.PLATE
11TEMIDWI
PART NUMBER
I TITLE
Applied Loads:
Horizontal=
1.500'Kips
— - — - — -
Vertical=
0.206 Kips
Resultant (Vreq)=
1513.27 Lbs
� ) Pin properties:
• Diameter-
1.25 in
Fy=
100 Kips
• - Area=
1.23inA2
$bar=
0.192.inA3
Vcap=
42.66 Kips
VregfVcap=
0.04
Bearing check on steel
079
Properties (2)
Vbrg= 29.58 kips Sect .J3.10 Edge disc-- 0.85 in
Thickness= 1,00 in
VreglVcap= 0.05 OK Fu= 58 Kips
O= 2
160 SW 12TH AVENUE #106, DEERFIELD BEACH; FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443 Page37 0f 61
ENGINEERINGEXPRESS.COM
'C'MOM` ENGINEERING
��►. EXPRESS"
Work Prepared For. PREMIER D00R.COMPANY.._
Project: TREASURE COAST AIRPARK
Pin check (ED hinges
.25
Applied Loads:
Horizontal=
1.200 Kips
Vertical=
0.360 Kips
Resultant(Vreq)=
1252.84 Lbs
f02851 $iOPNINGEPIN SR 35 MA' Pin properties:
�I� I 1WWd6
9i OlAN li➢0 $TERM RN
ITEM OiY GARtN VM9ER
TITLE VENDOR
Diamete-
1.00 in
Fy=
40 Kips
Area=
0.79inA2
Sbar-
0.098 inA3
Vcap=
13.65 Kips
VregNcap=
0.09 OK
160, SW 12THAVENUE #106, DEERFIELD BEACH, FL 33442
PHONE:-954-354-0660 FAX: 9547354-0443 Page 38 of 51
ENGINEERINGEXPRESS.COM
INEERING
Work Prepared For: PREMIER DOOR COMPANY
Project: TREASURE COAST AIRPARK
Pin check (a Hurricane locking pins
Bar diameter 1.5" Applied Loads:
Horizontal=
4.550 Kips
Vertical=
0.000 Kips
Resultant (Vreq)=
4550.00 Lbs
Pin properties:
Diamete—
1.50in
Fy=
40 Kips
Area=
1.77 in42
Sbar—
0.331 W3
Vcap=
20.48`Kips
VregNcap=
0.22 OK
SEE PAGE 51 FOR LOCATION AND PAGE 42FOR DETAIL
160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX;-954-354-0443 Page 39 of51
ENGINEERINGEXPRESS.COM
ENGINEERING EXPRESS
Frank Bennardo
V:\Projects\19-16422 Treasure Coast Airpark\01\Calcs\VA model\Door opened.vap
Friday, October 11,.2019 3:04 PM
REACTIONS WHEN DOOR IS OPEN
Node Results
Node
Result Case
DUX
Dn
Dn
I I
I
I
I
lbI
lbI
lbI
IMXb-Il
IMyb-II
IMZ
N003
-D
0.0000
0.0000,
0.0000
2;8315
5679.7145
-507.0100
0.0000
0.0000
0.0000
N006
D
0.0000
0:0000
0.0000
-0.6795
1634.8560
96.6096
0.0000
0.0000
0.0000
N009
D
0.0000
0.0000
0.0000
-2.8152
-347.3512
82.4962
0.0000
OS0000
0.0000
N012
D
0.0000
0.0000
0.0000
., -10484
4:1822
129.9654.
0.0000
0.0000
0.0000
N015
D
0.0000
0.0000
0.0000;
1.9631
-1.5002
117.6869
0.0000
0.0000
0.0000
N018
D
0.0000
0.0000
0.0000
-0.0296
-1,5496
133.5999
0.0000
0.0060
0.0000
N021
D
0.0000
0.0000
00000
0.9934
3.2591
130A247
0.0000
0.0000
0.0000
N024
D
-0.0000.
0.0000
0.0000
1.9008
3.7348
118.0093
0.0000
0.0000
0.0000
N027
D -
0.0000
0.0000
0.0000.
2.8368
-356.0870
82.8348.
0.0000
0.0000
0.0000
N030
-D
0:0000
0.0000
0.0000
0.5701
1428:4685
87.3714
-0.0000
-0.0000
0.0000
N033
-D
0.0000
0.0000
0.0000
-2.7678
5874.7859
-492.6130
0.0000
0.0000
0.0000
N056
D
0.0000
0.0000
0.0000
11.33.29
-6969.1320
2359.5199
0.0000
0.0000
0.0000
N057
D
0.0000
0.0000
0.0000
-11.1618
-6953.4121
2354.8060
0.0000
0.0000.
0.0000
I M I VlsualAnalysis 18.00.0005, With Design
';S '.iesweb.com
Page 1 of 1
Page 40 of 61
ENGINEERING
Work Prepared For. PREMIER DOORCOMPANY
Project: TREASURE COAST AIRPARK
160SW-12THAVENUE :#.106,"DEERFIELD BEACH, FL 33442
PHONE; 954-354-0660 FAX: 954-354-0443 Page 41 of 51
ENGINEERINGEXPRESS.COM
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IUILDING STRUCTURE BY OTHERS
PREMIER DOOR HEADER TUBE
PREMIER DOOR FRAME
PREMIER DOOR SIDE COLUMN
SECTION B,B
SCALE 1/25
BUILDING STRUCTURE BY OTHERS
JAMB
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Premier Door Co.
HYDRAULIC DOOR SPEC SHEET
NEXTASSEMBLY#
0
Premier Dolu r Company
Next Generation Hydraulic Doors
i so
O.J
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Premier Doors —'Operator Manual
Initial Setup
Step 1: Close the Door
Press F4 to access the Motion Override screen.,,
NOTE: In Motion Override mode the door will
operate as long as either the Open or Close
button is pressed and few faults are monitored.
Please use caution!
Press and hold the Close button until the door is
firmly closed and in the desired physical
position.
Step 2: Teach Closed Position
Press F3 to access the Open/Close Motion
Settings Menu then press the Teach Close
button in the list on the left side of the screen to
access the Teach Close Setpoint screen shown
above.
s_t
-Press the Teach Close button at the bottom of
the screen Farid the following confirmation will
display.
If the door is in the desired Closed position,
select Yesto set the current door position as
.zero. If not, select No and adjust the door
accordingly.
r YrY
Premier Doors — Operator Manual
Step 3: Select Open Position_ `'
When done with Step 2, pressing ,the Open',
Settings button in the menu list on the left side
of the screen will access the Open Motion
Settings Screen.
Future access to this screen can be achieved by,
pressing the F3 system button. This is initial
screen within the Open/Close Motion Settings
Menu.
Touching the numeric value under the Open
Angle will initiate a Numeric Data pop-up
window. The desired angle at which the door is
considered open can the be entered. A number
from 10-110 will be accepted.
NOTE: In most cases, a value from 85-95 is the i
recommended angle for fully open. "
2
Step 4: Operate the Door
Pressing F2 will access the Auto Mode for
operation.
Auto Mode allows for One -Touch operation.
.Pressing (and releasing) either the Open or
Close button will initiate door operation in the
:desired direction. Operation will continue until
fhe Open or Close position is reached unless a
fault occurs..
4•
J
The preset settings on your Smart Door have
b,.s een set by our factory for quick setup.
Premier Doors — Operator Manual
There are other fine adjustments that can be F5 -Factory Settings
made to optimize the performance of your
hydraulic door which are described in the ;Unless Password Override in enabled, access
Operator Interface Manual on the following f6 the settings menus is protected by individual
pages_ Please take the time to familiarize passwords; each of which is requested when
yourself with all Smart Door Technology the function button is pressed.
functions to customize the door for your
particular needs.
Splash Screen
Upon power -up the system will. perform an
internal diagnostics test and display the current
firmware version. Once this is complete, the
splash screen will display for 2 seconds before
going to the operation screen.
!. -
Function Keys
Along the right side of the interface are the.
function keys.
SYSTEM - Displays Software Version or
accesses System Menu (described later).
Manual Mode
When the Manual Mode or Auto Mode screen is
displayed the door is ready for operation.
In Manual Mode, the Open and Close buttons
act as momentary buttons and the door will
operate in the selected direction as long as the
button is pressed or until the desired position is
reached or a fault occurs.
If the door is considered Open or Closed by the
controller this is indicated at the top of the
screen.
F1 - Manual Mode T.he screen also displays the current angle of
the door, rate of speed, amp reading and rod
F2 - Auto Mode and bore pressures.
F3 - Control Settings
F4 - Master Settings
3
v'a
_ Ate• Air '1
Premier Doors — Operator Manual
r
Auto Mode
In Auto Mode, the door will operate with a single ,.
press of either the Open or Close button and will
continue in the selected direction. until the
desired position is reached, a fault occurs or the
Stop button is pressed.
Control Settings
Ell
Throughout the settings menus, a list of
accessible settings are displayed in the column
on the left of the screen. Pressing any of these
buttons will jump to the appropriate screen.
Open Motion Settings
The Open Motion Settings shown on the lower -
left side of this page allows for adjustments of
the motion profile controlling the opening of the
door.
Soft Zone Sizes
Soft zones are the areas at the top and bottom
of the swing of the door that can be adjusted to
ensure smooth motion and are measured in
degrees. Having larger Soft Zones will allow for
smoother operation of the door and smaller
zones allow for faster operation. The top and
tiottom zone are independent.
Open Angle
This field allows for entry of an angle value at
which the door is considered to be completely
open. During open operation the door will stop
when this angle is reached. Depending on
speeds and Soft Zone Sizes it is possible for the
door to slightly pass the selected Open Angle
before coming to a complete stop.
Premier Doors — OperatorManual
Ili
Speed
The arrow graphic on the screen indicates the
order in which the speed settings are
processed. As a general rule, the soft zones are
slower than the middle zone.
When operation starts the door will accelerate to
the Soft Start speed until the angle of the Soft
Start Zone is reached. At this time the door will
accelerate to the Middle speed and maintain ,it
until the Soft Stop Zone is reached (this angle is
calculated by subtracting the Soft Stop Zone
size from the Open Angle). When the Soft Stop
Zone is reached the door speed decelerates to
the Soft Stop Zone Speed until the Open Angle
is reached.
Motion will be halted if...
The button is released during Manual Mode.
The stop button is pressed during Auto Mode.
A fault occurs in either mode.
Close Motion Settings
A separate set of variables with the same
purposes as the Open Motion Settings are
available for the Close Motion controls of the
door. These are separate since the closing of
the door is different due to gravity.
Teach Close
The Teach Close Setpoint screen allows for
ensuring the door closes as desired.
Teach Closed
-The Teach Close button is used to zero the
angle of the door. When pressed the following
confirmation screen appears.
Confirm Closed Position (zero)
'Pressing -NO will return to the Teach Close
Setpoint screen. Pressing YES will set the door
Premier Doors — Operator Manual
angle to Zero then return to the Teach Close
Setpoint screen.
Cldse
Pressing and holding the Close button will
operate the door in the close direction until
released. '
Max Captured Rod Pressure
This value captures the highest --measured rod
pressure while the door is being pulled shut with
the Close button. This value is zeroed when the
Close button is initially pressed and then
immediately refreshed.
Closed Rod Pressure
This is an operator selected value -that would be
less than the Max Captured Rod Pressure. If the
Closed Rod Pressure is set to a value equal to
or greater than the Max Captured Rod Pressure
faults will occur when attempting to close the
door.
Additional information is available on the screen
for angle, amp and pressure values that allow
the operator to see what is happening with the
controls. These can assist with determining
appropriate fault limits.
Master Settings
The Master Settings menu allows for adjustment
of features at a deeper level than Control
Settings and caution should be used when
making changes.
Pump / Valve Settings -
Flow Start Delay
Delay time from when the pumps are triggered
before the proportional valves are activated to
allow flow to the cylinders. This allows for
'adjusting the time needed for the pump to
generate pressure.
Open Valve Off Delay
When motion is commanded to halt, the valve
will remain open for this amount of time.
Driver Max Value
,The maximum value used to drive the cylinders'
proportional valves. This could be considered
^.the governor since this is the value used when
ta`Speed of 10 is selected.
,Drive Min Value
The minimum value used to drive the cylinders'
.proportional valves. Some larger doors may
;iequire a larger minimum value to achieve
motion. This is the value used when a Speed of
�1 is selected.
6
Error Settings
Premier Doors —Operator Manual
Unexpected Motion Max
The distance in degrees that the door is allowed
to move when not being commanded, before a
fault occurs.
Wrong Direction Max
The distance in degrees that the door is allowed
to move in the wrong direction before a fault
occurs.
More button
Accesses screen 2 of Error Settings.,
Error Settings (Screen 2)
Max Current / Time
The maximum current value and the length of
time that this value is allowed before a fault
occurs.
Max Rod Pressure
The maximum allowable pressure for the rod
pressure transducer before a fault occurs.
Max Bore Pressure
The maximum allowable pressure for the bore
pressure transducer before a fault occurs.
More button
Returns to screen 1 of Error Settings.
Screen Saver
Premier Doors —Operator Manual
miscenaneous settings
ReTighten Rod Pressure -
The desired percentage of the Closed Rod
Pressure on the Teach Close screen at which
the system will re -tighten the door.'
Example: Closed Rod Pressure is set to 1000
psi on the Teach Close screen. This ReTighten
Rod Pressure is set to 75 (%). When the rod
pressure drops below 750 psi the door will
attempt to re -tighten.
ReTighten Attempts & Time (Before Fault)
The number of ReTighten attempts allowed
within the selected Hours before a fault occurs.:
Screen Saver Time
The amount of time after no action that the
controller will remain idle before initiating the
screen saver (shown on left).
When the screen saver is active, simply touch
,the screen to return to the previous screen.
Courtesy Light Time
An output on the door controller is available for
connection that allows for providing a signal for
_operation of a courtesy light. This output is
active when the door operates. Once the door is
idle for the selected Courtesy Light Time the
output will turn off.
s
Premier Doors — Operator Manual
The digital inputs and outputs on the system are
24VDC sourcing, or positive logic.
The inputs are considered on when 24V+ is
applied. When the outputs are activated they
provide a 24V+ voltage.
In order for the inputs or outputs to work properly'
the input source or output device must share OV
(DC common) with the system. For inputs, 24V+
from the system's power supply can be used to
pass through a switch or relay.
Digital Input Example
12-24VDC
Digital Output Example
J2
The digital outputs provide a 24V
voltage that are generally used to
z
{.t
positive
activate
lamps, low voltage solenoids, relays, and other
low voltage and low current devices.
OptionalOutputs
Q6 — Active Notification
.Q7 — Courtesy Light
08 — Door Closed
Q6 —Active Notification
Active when a cylinder(s) is being driven by the
pump and appropriate valve. In other words
When hydraulic fluid is passing to/from the
cylinder.
67 — Courtesy Light
Activated when the hydraulic pump is activated.
When the pump stops, a timer starts and once
the Courtesy Light Time is met the output shuts
off.
Q8 — Door Closed
Activated when the door close process is
complete. This signal can be used to indicate
the door is in a "secure" position. As soon as the
door open process is initiated, this output is shut
off and will remain off until the door close
,process is completed again.
'Optional Inputs
18 — Inhibit Operation
If this input is active, Open Door operation is
prevented. This can be used to "lock" the
system (while powered). In order for this input to
be used the Q8 — Door Closed output must be
active.
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Premier Doers — operator Manual
Motion Override
Similar to Manual Mode operation, the Open
and Close buttons allow for'' momentary
operation of the door in the selected direction.
The difference in override is that the.door WILL
NOT STOP AUTOMATICALLY wheh.it reaches
the open or closed position. Door operation will
cease when the specific button is released. �!`
It is strongly suggested using caution when''
operating the door in Motion Override. `
As with other operation screens, additional
values are displayed on the screen for
reference.
Speed
The speed at which the door will operate in
Motion Override mode. This value is used
throughout the entire swing of the door and Soft
Zones are ignored.
10
Change Password
The button at the bottom of the screen allow for
toggling amongst the change password screens
for each level. The process is the same for all.
Current
In order to change the password, the current
password must be entered. When the proper
password is` entered the "New" prompt is
displayed.
New
Once an acceptable value is entered for the new
password, the "Confirm" prompt is displayed.
Confirm
If the confirmation value entered matches the
new password, the new password is accepted
for the selected level (see below).
P,renier Doors —Operator Manual
Fartnry Rempt
No
Returns to the Master Settings menu: -
Yes
Pressing Yes will reset all values to factory
defaults. Be sure this is the desired action
before selecting yes. The screen will the return
to the Master Settings menu.
1
Factory Settings
-Access to the Factory Settings screen is
-:achieved when entering the appropriate
%password from the Master Settings password
screen when Password Override is Off or
pressing F5 when Password Override is On.
Enable Password Override
When ON, it is not necessary to enter a
password when navigating through the Function
Keys.
*SYSTEM function key
When Password Override is off, the System
function key accesses the Software Version
screen.
Premier Doors —Operator Manual
When Password Override is on, the System
Menu is accessed.
t
System Menu
The System Menu allows for - making many
system level changes of which none should be
down without consultation or the _system may
not operate properly.
Clone Unit ',i
Incomplete section
12
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Premier Doors — Operator Manual
:This fault appears when the system is trying to
.drive the cylinders but does not detect motion
after 10 seconds.
,;
tx
C. `I
Faults
The following is a list of possible system faults.
and explanation of the causes. Pressing -the dK
button on any fault screen will clear it. If multiple,
faults occurred, subsequent faults will display
until all have been cleared by the OK button.'
No Cylinder Motion
13
Motion Sensor Blocked
If the system is equipped with safety sensor to
detect obstructions, the system will halt if the
sensor is blocked during operation.
.Unexpected Motion
Unexpected Motion fault is triggered when the
system is idle and the position of the door has
changed by more than the Unexpected Motion
Max value.
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Premier Doors — Operator Manual
,ky
Detected Motion In The Wrong Direction
The wrong direction fault is triggered when the
door is operating and the systems detects that
the door is going the wrong direction by an
amount greater than the Wrong Direction Max
value.
Current Exceeded'
The over current fault is tripped when the motor
current is at or above the Max Current value for
the selected Time.
Rod Pressure Exceed
14
i'when the rod pressure exceeds the
Ma-x Rod Pressure.
Bore Pressure Exceed
Triggered when the bore pressure exceeds the
selected Max Bore Pressure.
Door. ReTighten Attempts Exceeded
(y:
Premier Doors — Operator Manual
This fault will appear if the system attempts to
fe-tighten the door and is not successful within
5 seconds.
This fault will appear if the selected attempts to
re -tighten the door exceeds the ReTighten
Attempts value is reached within the selected
Time.
Door ReTighten Attempt Exceeded 5 "
Seconds
;4�..