FSEV2022-0001ADDITIONAL SITES
CHRONOLOGY
CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES
EMAIL SENT TO APPLICANT:
Tricia,
There were some errors in the processing of this application
and some observed concerns in relation to the actions of
Signature Party Rentals in relation to this tent installation
and use at the La Quinta Resort for use on 1/19 and 1/20.
The application was a very short notice application
(1/06/2022) in relation to the delivery date (1/14-1/18/2022)
and the event date (1/19/2022). There should have been
reasonable efforts to communicate with the Permit
Technicians to see the need to expedite this review. The
review was sent for a standard 2-week period, putting it due
1/21/2022 - after the event. Further communication with the
Office of the Fire Marshal for the circumstances and need for
coordination for the required Fire Inspection would have
Description: TENT PERMIT FOR AMEX CULINARY EXPERIENCE
Type: FIRE SPECIAL EVENT (WEB)Subtype: Status: ISSUED Applied: 1/6/2022 EPRS
Parcel No: 658190012 Site Address: 49499 EISENHOWER DR LA QUINTA,CA 92253 Approved: 2/2/2022 KHET
Subdivision: TR 28545-3 Block: Lot: 30 Issued: 2/4/2022 AMA
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled:
Valuation: $112,000.00 Occupancy Type: Construction Type: Expired: 8/3/2022 AMA
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: DINNER RECEPTION IN TENT FROM 7PM-10PM
Printed: Monday, March 06, 2023 1:52:46 PM 1 of 7
Permit Details
City of La Quinta
PERMIT NUMBER
FSEV2022-0001
E-MAIL KOHL HETRICK 2/2/2022 2/2/2022
been necessary.
This event and tent installation did not get on my radar until I
received a resident complaint about the production truck and
trailer parked in the fire lane. After leaving the American
Express Golf Tournament where I was inspecting and
operating all day, I made my way to the location and was
surprised by what I saw in addition to the fire lane issue.
Seeing the tent, I quickly did a permit search and discovered
the permit application and pending review status. I reviewed
the documents in the field for compliance and then was able
to see that this tent was not speculated for use on this date
(1/20/2022). The use of the tent had also changed to include
a live music performance and assembly social dinner.
There was additional installations of trailered fuel-fired
generators that likely would have required a Building Permit.
I spoke with Tate Simkins, Senior Manager Production -
Wasserman, and advised of the need for the music
production trailer to have the driver on-site and at the truck,
ready to relocate at any given time. I further inquired as to
the timeline for developing this plan for the tent, it's
installation and the change/expansion on it's use. Based on
this information, I feel that the situation was compounded by
poor communication for compliance by Signature Party
Rentals.
CFC 105.7.25 Temporary Membrane Structures and Tents -
requires a construction permit to be issued prior to "erecting"
tents and canopies of certain sizes. Application alone does
not grant such authority to the applicant.
CFC 105.6.47 requires an operational permit to operate or
use a tent structure. This is usually issued upon a satisfactory
Fire Inspection action.
To ensure satisfactory levels of service by Signature Party
Rentals for the installation of temporary event structures
Printed: Monday, March 06, 2023 1:52:46 PM 2 of 7
Permit Details
City of La Quinta
PERMIT NUMBER
FSEV2022-0001
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT Tricia Werner 82309 market street indio CA 92201 (714)720-2092 twerner@signaturepar
ty.com
BILL TO Signature 82309 Market St.Indio CA 92201 (714)720-2092 twerner@signaturepar
ty.com
OWNER BRE ICONIC LQR OWNER LLC 49499 EISENHOWER
DR.
LA QUINTA CA 92253 (714)720-2092
within La Quinta as well as other Riverside County Office of
the Fire Marshal jurisdictions - Please confirm you
understand the standard requirements for future
applications and the need to communicate urgencies for
review and inspection when a short notice application has
been submitted (understanding that expedited service may
not be granted) and that the installation and use of a tent
may not be conducted until approved.
Future issues, may be enforced in compliance with the
adopted regulations for each jurisdiction and may include
Administrative Citations issued to Signature Party Rentals
directly where determined to be the entity at fault for
compliance.
Please let me know if you have any further questions or
concerns.
Please access the La Quinta ETrakit system to pay the
outstanding fee for this application.
Thank you,
KOHL HETRICK
CONDITIONS
Printed: Monday, March 06, 2023 1:52:46 PM 3 of 7
Permit Details
City of La Quinta
PERMIT NUMBER
FSEV2022-0001
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
FIRE SPECIAL EVENT 101-0000-42421 0 $250.00 $250.00 2/4/22 WEB10634 635212728
29 CREDIT Scott Tamme EPRS
FIRE SPECIAL EVENT PC 101-0000-42420 0 $167.00 $167.00 2/4/22 WEB10634 635212728
29 CREDIT Scott Tamme EPRS
Total Paid for FIRE FEES: $417.00 $417.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 2/4/22 WEB10634 635212728
29 CREDIT Scott Tamme EPRS
Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 2/4/22 WEB10634 635212728
29 CREDIT Scott Tamme EPRS
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$433.00 $433.00
Printed: Monday, March 06, 2023 1:52:46 PM 4 of 7
Permit Details
City of La Quinta
PERMIT NUMBER
FSEV2022-0001
FIRE INSPECTOR KHET PARTIALLY
APPROVED
1/20/2022 @ 1800 HOURS
Upon tip provide of a tent installation with
planned music performance and concern of
semi parked in fire lane, I made it to the
location and confirmed. I then researched
and found this pending application.
Tate Simkins - 864-567-0114 - Senior
Manager Production - Wasserman company.
Observed tent use outside of original scope
of the submitted documents. Stage and
music equipment/lighting was installed for a
music performance. 3 trailered temporary
generators were also installed and being
used.
Inspected for general compliance and
gathered information for the influence on
the installation, lack of inspection request,
and the change of intended use.
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE STATUS REMARKS NOTES
1ST PERMIT TECH (1
DAY)
PERMIT TECH
BUCKET 1/6/2022 1/7/2022 1/6/2022 COMPLETE
PARENT PROJECTS
Printed: Monday, March 06, 2023 1:52:46 PM 5 of 7
Permit Details
City of La Quinta
PERMIT NUMBER
FSEV2022-0001
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 1/6/2022 Etrakit Public
Registration
1ST SUBMITTAL
STRUCTURAL
CALCULATIONS
Structural Calcs.pdf 1
DOC 1/6/2022 Etrakit Public
Registration
1ST SUBMITTAL
STRUCTURAL SHEETS
Stamped Layout - 15mx
25m x 3m eng.11x17.pdf 1
DOC 1/6/2022 Etrakit Public
Registration
1ST SUBMITTAL Flame
Retardant Cert
Flame Retardant
Cert.pdf 1
DOC 1/6/2022 Etrakit Public
Registration
1ST SUBMITTAL TENT
LAYOUT
011922 Culinary
Experience Ground
Plan.pdf
1
DOC 1/6/2022 Etrakit Public
Registration
1ST SUBMITTAL 3D
Render 3D Render.pdf 1
PHOTO 2/2/2022 KOHL HETRICK 20220120_174754.jpg 20220120_174754.jpg 1
PHOTO 2/2/2022 KOHL HETRICK 20220120_174807.jpg 20220120_174807.jpg 1
PHOTO 2/2/2022 KOHL HETRICK 20220120_174831.jpg 20220120_174831.jpg 1
PHOTO 2/2/2022 KOHL HETRICK 20220120_174855.jpg 20220120_174855.jpg 1
BOND INFORMATION
1ST FIRE (2 WK)KOHL
HETRICK 1/6/2022 1/21/2022 2/2/2022 APPROVED SEE NOTES
Application was submitted short notice and
Permit Technicians did not flag it for expedited
review and coordination. Due to workloads, the
review was running behind schedule.
Tent was installed and used prior to OFM
inspection. Applicant made no attempt to confirm
permit issuance and coordinate the required
inspection.
A complaint inspection was conducted and
identified it's use beyond the original plan details
submitted.
Printed: Monday, March 06, 2023 1:52:46 PM 6 of 7
Permit Details
City of La Quinta
PERMIT NUMBER
FSEV2022-0001
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
PHOTO 2/2/2022 KOHL HETRICK 20220120_175005.jpg 20220120_175005.jpg 1
PHOTO 2/2/2022 KOHL HETRICK 20220120_175010.jpg 20220120_175010.jpg 1
PHOTO 2/2/2022 KOHL HETRICK 20220120_175206.jpg 20220120_175206.jpg 1
PHOTO 2/2/2022 KOHL HETRICK 20220120_175307.jpg 20220120_175307.jpg 1
PHOTO 2/2/2022 KOHL HETRICK 20220120_175310.jpg 20220120_175310.jpg 1
PHOTO 2/2/2022 KOHL HETRICK 20220120_175321.jpg 20220120_175321.jpg 1
Printed: Monday, March 06, 2023 1:52:46 PM 7 of 7
Permit Details
City of La Quinta
PERMIT NUMBER
FSEV2022-0001
01.05.2022
01.05.2022
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01.05.2022
01/05/2022
HW Engineering Job#21385 1/32
TENT STRUCTURE
ALUMINUM FRAME TENT EVALUATION
ASCE 7-16 SUPPLEMENT
EVALUATION SUMMARY AND RECOMMENDATIONS
This report addresses the Structural Evaluation of the aluminum tent for use under the ANSI/ASCE 7-16
provisions as referenced in the California Building Code 2019 (CBC 2019). The tent is a temporary
structure and it will be up for less than 1 week event.
The intent of this report is to provide calculation to verify this tent can be used with ultimate wind
velocity 97 mph at exposure C based on the current ASCE 7-16 and CBC 2019 requirements.
The structure is analyzed with a 3m leg height. Alternate geometries utilizing identical section profiles but
with reduced building spans or leg heights may also be conservatively rated for the same velocity and
exposure.
The aluminum frame tent was analyzed using 3-dimensional computer analyses and hand calculations.
Various load combinations were considered to isolate critical members and elements. These members
were further checked and designed by computer analysis software to determine their structural suitability.
Through its investigation, Engineer arrived at the following conclusions and recommendations:
o The frame components are structurally sound to sustain a ultimate wind speed 97mph(risk
category II) exposure C for enclosed building on 3m legs. Therefore this tent will meet CBC 2019
requirements. The design pressures have been adjusted to account for the temporary nature of a
typical installation (design mean recurrence interval has been considered as 2 years per ASCE 7-
16).
o It was noted that current building code requires minimum 16psf wind pressure on main wind
force resisting system and components and cladding for any permanent building or structure
(ASCE7-16). This 16psf load was NOT considered in our structural calculation due to the
temporary nature of this particular Tent.
o The frames should be anchored securely to the ground to prevent uplift and lateral forces per the
building reactions listed in this document.
o Side wall legs to the ground: 2kip concrete block per typical main leg to resist uplift force;.
o Gable end wall uprights to the ground: 2kip concrete block per typical gable end wall upright to
resist uplift force.
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TABLE OF CONTENTS
Part 1 Summary and Background Information
1.1 Nature of the Evaluation
1.2 Objectives
1.3 Tent at a Glance
Part 2 Load calculations
2.1 Dead Load
2.2 Live Load
2.3 Wind Load
Part 3 Analysis – 3D Computer Analysis
3.1 Input
3.1.1 Graphical
3.1.1.1 Section Layout
3.1.1.2 Member Label Key
3.1.1.3 Joint Label Key
3.1.1.4 Area Label Key
3.1.1.5 Live Load Applied
3.1.2 Numerical
3.1.2.1 Material Properties
3.1.2.2 Section Properties
3.1.2.3 Basic Load Cases
3.1.2.4 Load Combinations
3.1.2.5 Area Loads
3.1.2.6 Joint Load
3.2 Output
3.2.1 Graphical
3.2.1.1 Aluminum Member Design Ratios
3.2.2 Numerical
3.2.2.1 Aluminum Member Design Results
3.2.2.2 Joint Reactions Summary
Part 4 Calculations – Cable check
01/05/2022
HW Engineering Job#21385 3/32
Part 1
Introduction
1.1 Nature of Evaluation
The frames are made up of custom designed hollow profiles of structural aluminum alloy. The American
alloy 6061-T6 is detailed in the U.S. Aluminum Construction Manual and shall be the basis of material
property and allowable stress determinations. Profile section shapes are designated by their nominal
height/width/wall thickness dimensions in millimeters.
As temporary structures, these tents are restricted in their seasonal use. In light of this, seismic load and
snow loads have not been considered to be present during the temporary use. It is further assumed that in
the event of unseasonable snowfall, the snow is removed and the interior temperature is elevated to
maintain snow shed.
In general, 5 basic load cases and 13 load combinations corresponding to Exposure C, 97mph wind
velocities are investigated in this evaluation. In the course of structural checks, the following frame
components are given consideration:
A. Primary Elements Portal Frame – 3D Lateral Elastic Analysis
1. Leg Sections
2. Rafter Sections
B. Secondary Elements – 3D Lateral Elastic Analysis
1. Roof Purlin
2. End Wall Uprights
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1.2 Objectives
The ultimate goal of this analysis is to provide a sound basis for the structural acceptability of the 15meter
Tent structure in light of the minimum CBC2019 and ASCE 7-16 design requirements. In this regard, a
detailed report on the relevant conditions is presented hereafter.
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1.3 Tent at a Glance
Geometry
Span: 15m
Bay: 5m
Length: 25m
Eave: 3m
Purlin spacing: 2.5m max.(horizontal)
Roof angle: 20deg
Members
Rafter: 160/100/3 typical
Leg: 160/100/3 typical
Purlins: 130/70/3 (eave purlin)
80/80/3 (typical ridge and intermediate purlin)
Cable: 3/8” dia. 7x19 cable or better
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DESIGN LOAD
Dead load dead load=self weight plus 0.25 psf misc. load
Live load 0.1 kip and 0.2kip point load applied to center of rafter and ridge, see page 15 for more
information.
Design wind load
MRI 50Mean Recurrent Interval for Wind Velocity- 50 Year Return
DRI 2years of Design Recurrent Interval - Expected Structure Life
V3s 973s Gust per ASCE7-16
Exp "C"Wind exposure
Encl "Full"Building Enclosure- "Full","Open","Part"
Compclad "No"Determine Kz Factor when Exposure "B"
Leg 3 mHeight of Frame Leg
θ 20degNominal Roof Pitch
wn 15 mmaximum Width of Structure h n Leg wn
4 tan θ()
h n 14.3ftNominal Height of Structure - or 15ft, whichever is greater:
h n if hn 15ft15fthnln 25 mmax Length of Structure
zeave if Leg 15ft15ftLeg()Height of Wall at Eave or 15 ft, whichever is greater
G .85Gust Factor
Kzt 1
Kd .85
Bay 5 m
Windtype "Normal""Hurricane", "Alaska", or "Normal" design wind
0 0.5 1 1.5 21
0.5
0
0.5
1
Cpf1
Cpf2
Cpf3
Cpf4
Cpf5
Cpf6
θo
0 20 40 60 80 1000.4
0.6
0.8
1
1.2
1.4
kzB1
kzB2
kzC
kzD
zo
Wind loads coefficients inputed into SAP model.
GC'pf
T 0.53 0.690.480.430.8 1.070.690.64()
GCpfpar
T 0.450.690.370.450.4 0.290.481.070.530.480.61 0.43()
01/05/2022
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For the tent in place less than 1 week, it is acceptable to use 2 years return wind speed per Chapter
C26 commentary based upon non-hurricane winds.
factor 0.45 0.085 ln 12 DRI()factor 0.72
Vdesign V3s 0.45 0.085 ln 12 DRI()()Vdesign 70mph, design wind speed
Kz 0.85q z .00256 KdKzKztVdesign2psfq z 9.03 psf
Kh 0.85q h .00256 KdKhKztVdesign2psfq h 9.03 psf
wind loads factor inputed into SAP model
GCpi 0.18IP qh GCpiIP 1.62 psf
Design Wind Pressures Perpendicular Wind to Gable
p pos.IP qh GC'pf GCpip neg.IP qh GC'pf GCpi
p pos.IP
3.16
7.85
5.96
5.5
5.6
11.28
7.85
7.4
psfp neg.IP
6.41
4.6
2.71
2.26
8.84
8.03
4.6
4.15
psf
Design Wind Pressures Parallel Wind to Gable
p par.pos.IP qh GCpfpar GCpip par.neg.IP qh GCpfpar GCpi
p par.pos.IP
5.68
7.85
4.96
5.68
1.99
4.24
5.96
11.28
6.41
5.96
3.88
5.5
psfp par.neg.IP
2.44
4.6
1.72
2.44
5.23
0.99
2.71
8.03
3.16
2.71
7.13
2.26
psf
1
2
3
4
5
6
1E
2E
3E
4E
5E
6E
a max min 0.1min wn ln0.4h n0.04 min wn ln3ftBuilding Surface Zone per ASCE7-16
a 4.9 ft2a 9.8 ft
NE ceil 2a
Bay
# of interior frames that require
full-trib end-zone loading
NE 1
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Part 3
Structural Framing Plan
The schematic elevation shown in the frame analysis shows the rafters and columns of a typical frame.
The roof and walls are clad in non-pre-stressed fabric skin connected to the aluminum frames by edge
ropes slid through the aluminum extrusions. Since this fabric is not attached to the purlins, it transmits its
forces directly to the supporting frames.
Engineer used computer-aided structural frame analyses in the course of the investigation in conjunction
with hand calculations. Various load combinations including 5 basic and 13 combination loads were
considered to find the critical aspects of the design and member detail checks were established to derive
the conclusions for the entire report given the requirements in the CBC 2019, ASCE 7-16, and Aluminum
Specification.
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160/100/31 3 0 /7 0 /3 130/70/3
160/100/3
160/100/3160/100/380/80/3
160/100/3
130/70/3130/7 0 /3
160/100/3
16 0 /100 /3
160/100/380/80/3
1 6 0 /1 0 0 /3
160/100/31 6 0 /1 0 0 /3
80/80/3
80/80/3
1 6 0 /1 0 0 /380/80/3
160/100/3160/100/3
80/80/3
130/70/3130/7 0 /3
80/80/3
160/100/3
160/100/316 0 /10 0 /3
160/100/3160/100/380/80/3 80/80/3
80/80/3
1 6 0 /1 0 0 /3
1 6 0 /1 0 0 /3
80/80/3
80/80/3
80/80/3 160/100/3 80/80/3
160/100/3160/100/3
80/80/3
130/70/3
130/70/3
80/80/3
1 6 0 /1 0 0 /3
160/100/316 0 /1 0 0/3
160/100/3160/100/380/80/3 80/80/3
80/80/3
1 6 0 /1 0 0 /3
1 6 0 /1 0 0 /3
80/80/3
80/80/3
80/80/3 160/100/380/80/3
160/100/3160/1 00/3
80/80/3
130/70/3
130/70/3
80/80/3
1 6 0 /1 0 0 /3
160/100/31 6 0 /1 0 0 /3
160/100/3160/100/380/80/3
80/80/3
80/80/3
1 6 0 /1 0 0 /3
16 0/10 0/380/80/3
80/80/3
80/80/3 160/100/380/80/3
160/100/31 6 0 /1 0 0 /3
80/80/3
130/70/3130/70/3
80/80/3
1 6 0 /1 0 0 /3
160/100/31 6 0 /1 0 0 /3
160/100/380/80/3
80/80/3
80/80/3 16 0/1 0 0/3160/100/3160/100/380/80/3
80/80/3 160/100/380/80/3
160/100/31 6 0 /1 0 0 /3
80/80/3
130/70/3130/70/3
80/80/3
160/100/3160/100/3160/100/380/80/3
80/80/3 160/100/3160/100/3160/100/380/80/3 160/100/3160/100/3130/70/3 130/70/3160/100/3160/100/3XYXZYZ
Curve Tent 15m x 25m x 3m at La Quinta Resort.sdb 01/05/2022
HW Engineering Job#21385 12/32
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Curve Tent 15m x 25m x 3m at La Quinta Resort.sdb 01/05/2022
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81
2318
69
57
45
1
33
17
XYXZYZ
Curve Tent 15m x 25m x 3m at La Quinta Resort.sdb 01/05/2022
HW Engineering Job#21385 14/32
100.200.100.100.200.100.100.200.100.100.200.100.100.200.100.100.200.100.XYXZYZ
Curve Tent 15m x 25m x 3m at La Quinta Resort.sdb 01/05/2022
HW Engineering Job#21385 15/32
55 48
53 44
4754
40
56
43
3632
4672
28
71
39
24
20
16
42
35
12
31
454
8
27
38
23
19
15
41
34
11
30
683
7
26
37
22
18
14
67
33
10
29
512
6
25
66
21
17
50
13
65
9
64
491
5
63
62
61
60
52
59
6957
58 70
XYXZYZ
Curve Tent 15m x 25m x 3m at La Quinta Resort.sdb 01/05/2022
HW Engineering Job#21385 16/32
Table: Material Properties 03c - Aluminum Data
Material AlumType Alloy Fcy Fty Ftu Fsu SSHysType
Kip/in2 Kip/in2 Kip/in2 Kip/in2
6061T6 Wrought 6061-T6 35.000 35.000 42.000 24.000 Kinematic
Table: Frame Section Properties 01 - General
SectionName Material Shape t3 t2 tf tw
in in in in
130/70/3 6061T6 Box/Tube 5.1180 2.7564 0.1181 0.1181
160/100/3 6061T6 Box/Tube 6.2992 3.9370 0.1181 0.1181
80/80/3 6061T6 Box/Tube 3.1496 3.1496 0.1181 0.1181
SectionName Area TorsConst I33 I22 AS2 AS3 S33
in2 in4 in4 in4 in2 in2 in3
130/70/3 1.80 5.38 6.36 2.42 1.21 0.65 2.49
160/100/3 2.36 13.16 13.27 6.42 1.49 0.93 4.21
80/80/3 1.43 3.29 2.20 2.20 0.74 0.74 1.39
SectionName S22 Z33 Z22 R33 R22 ConcCol ConcBeam
in3 in3 in3 in in
130/70/3 1.76 3.03 1.97 1.8775 1.1582 No No
160/100/3 3.26 5.04 3.65 2.3703 1.6492 No No
80/80/3 1.39 1.63 1.63 1.2385 1.2385 No No
SectionName Color TotalWt TotalMass FromFile AMod A2Mod A3Mod
Kip Kip-s2/in
130/70/3 16744448 0.494 0.0013 No 1.291000 1.000000 1.000000
160/100/3 4194432 1.460 0.0038 No 1.219000 1.000000 1.000000
80/80/3 8421631 0.527 0.0014 No 0.954000 1.000000 1.000000
SectionName JMod I2Mod I3Mod MMod WMod GUID
130/70/3 1.000000 1.028000 1.272000 1.291000 1.291000
160/100/3 1.000000 1.085000 1.225000 1.219000 1.219000
80/80/3 1.000000 0.922000 0.922000 0.954000 0.954000
Table: Cable Section Definitions
CableSect Material Specify Diameter Area TorsConst I AS Color
in in2 in4 in4 in2
3/8cable Cable Diameter 0.3750 0.11 1.941E-03 9.707E-04 9.940E-02 8454016
CableSect TotalWt TotalMass AMod A2Mod A3Mod JMod I2Mod I3Mod
Kip Kip-s2/in
3/8cable 0.144 3.731E-04 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000
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CableSect MMod WMod GUID Notes
3/8cable 1.000000 1.000000
Table: Load Pattern Definitions
LoadPat DesignType SelfWtMult AutoLoad GUID Notes
DEAD Dead 1
LIVE Live 0
W_PA Wind 0 None
W_PE Wind 0 None
W_IP Wind 0 None
Table: Load Case Definitions
Case Type InitialCond ModalCase BaseCase MassSource DesTypeOpt DesignType
DEAD NonStatic Zero Prog Det Dead
LIVE NonStatic Zero Prog Det Live
W_PA NonStatic Zero Prog Det Wind
W_PE NonStatic Zero Prog Det Wind
W_IP NonStatic Zero Prog Det Wind
Case DesActOpt DesignAct AutoType RunCase CaseStatus GUID
DEAD Prog Det Non-Composite None Yes Finished
LIVE Prog Det Short-Term Composite None Yes Finished
W_PA Prog Det Short-Term Composite None Yes Finished
W_PE Prog Det Short-Term Composite None Yes Finished
W_IP Prog Det Short-Term Composite None Yes Finished
Table: Case - Static 1 - Load Assignments
Case LoadType LoadName LoadSF Note
DEAD Load pattern DEAD 1
LIVE Load pattern LIVE 1
W_PA Load pattern W_PA 9.03 Wind velocity pressure
W_PE Load pattern W_PE 9.03 Wind velocity pressure
W_IP Load pattern W_IP 9.03 Wind velocity pressure
Table: Combination Definitions
ComboName ComboType AutoDesign CaseType CaseName ScaleFactor SteelDesign
DL+LL Linear Add No NonLin Static DEAD 1 Strength
DL+LL NonLin Static LIVE 1
DL+0.75(LL+0.6(W_PE+WIP)) Linear Add No NonLin Static DEAD 1 Strength
DL+0.75(LL+0.6(W_PE+WIP)) NonLin Static LIVE 0.75
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ComboName ComboType AutoDesign CaseType CaseName ScaleFactor SteelDesign
DL+0.75(LL+0.6(W_PE+WIP)) NonLin Static W_PE 0.45
DL+0.75(LL+0.6(W_PE+WIP)) NonLin Static W_IP 0.45
DL+0.75(LL+0.6(W_PE-WIP)) Linear Add No NonLin Static DEAD 1 Strength
DL+0.75(LL+0.6(W_PE-WIP)) NonLin Static LIVE 0.75
DL+0.75(LL+0.6(W_PE-WIP)) NonLin Static W_PE 0.45
DL+0.75(LL+0.6(W_PE-WIP)) NonLin Static W_IP -0.45
DL+0.75(LL+0.6(W_PA+W_IP)) Linear Add No NonLin Static DEAD 1 Strength
DL+0.75(LL+0.6(W_PA+W_IP)) NonLin Static LIVE 0.75
DL+0.75(LL+0.6(W_PA+W_IP)) NonLin Static W_PA 0.45
DL+0.75(LL+0.6(W_PA+W_IP)) NonLin Static W_IP 0.45
DL+0.75(LL+0.6(W_PA-W_IP)) Linear Add No NonLin Static DEAD 1 Strength
DL+0.75(LL+0.6(W_PA-W_IP)) NonLin Static LIVE 0.75
DL+0.75(LL+0.6(W_PA-W_IP)) NonLin Static W_PA 0.45
DL+0.75(LL+0.6(W_PA-W_IP)) NonLin Static W_IP -0.45
DL+0.6(W_PE+W_IP) Linear Add No NonLin Static DEAD 1 Strength
DL+0.6(W_PE+W_IP) NonLin Static W_PE 0.6
DL+0.6(W_PE+W_IP) NonLin Static W_IP 0.6
DL+0.6(W_PE-W_IP) Linear Add No NonLin Static DEAD 1 Strength
DL+0.6(W_PE-W_IP) NonLin Static W_PE 0.6
DL+0.6(W_PE-W_IP) NonLin Static W_IP -0.6
DL+0.6(W_PA+W_IP) Linear Add No NonLin Static DEAD 1 Strength
DL+0.6(W_PA+W_IP) NonLin Static W_PA 0.6
DL+0.6(W_PA+W_IP) NonLin Static W_IP 0.6
DL+0.6(W_PA-W_IP) Linear Add No NonLin Static DEAD 1 Strength
DL+0.6(W_PA-W_IP) NonLin Static W_PA 0.6
DL+0.6(W_PA-W_IP) NonLin Static W_IP -0.6
0.6DL+0.6(W_PE+W_IP) Linear Add No NonLin Static DEAD 0.6 Strength
0.6DL+0.6(W_PE+W_IP) NonLin Static W_PE 0.6
0.6DL+0.6(W_PE+W_IP) NonLin Static W_IP 0.6
0.6DL+0.6(W_PE-W_IP) Linear Add No NonLin Static DEAD 0.6 Strength
0.6DL+0.6(W_PE-W_IP) NonLin Static W_PE 0.6
0.6DL+0.6(W_PE-W_IP) NonLin Static W_IP -0.6
0.6DL+0.6(W_PA+W_IP) Linear Add No NonLin Static DEAD 0.6 Strength
0.6DL+0.6(W_PA+W_IP) NonLin Static W_PA 0.6
0.6DL+0.6(W_PA+W_IP) NonLin Static W_IP 0.6
0.6DL+0.6(W_PA-W_IP) Linear Add No NonLin Static DEAD 0.6 Strength
0.6DL+0.6(W_PA-W_IP) NonLin Static W_PA 0.6
0.6DL+0.6(W_PA-W_IP) NonLin Static W_IP -0.6
Table: Area Loads - Uniform
Area LoadPat CoordSys Dir UnifLoad
Lb/ft2
1 W_IP Local 3 0.18
1 W_PE Local 3 -0.53
1 W_PA Local 3 0.45
2 W_IP Local 3 0.18
2 W_PE Local 3 -0.53
2 W_PA Local 3 0.45
3 W_IP Local 3 0.18
3 W_PE Local 3 -0.53
3 W_PA Local 3 0.45
Area LoadPat CoordSys Dir UnifLoad
Lb/ft2
4 W_IP Local 3 0.18
4 W_PE Local 3 -0.53
4 W_PA Local 3 0.45
5 W_IP Local 3 0.18
5 DEAD GLOBAL Gravity 0.25
5 W_PE Local 3 0.69
5 W_PA Local 3 0.69
6 W_IP Local 3 0.18
6 DEAD GLOBAL Gravity 0.25
6 W_PE Local 3 0.69
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Area LoadPat CoordSys Dir UnifLoad
Lb/ft2
6 W_PA Local 3 0.69
7 W_IP Local 3 0.18
7 DEAD GLOBAL Gravity 0.25
7 W_PE Local 3 0.69
7 W_PA Local 3 0.69
- - -
22 W_IP Local 3 0.18
22 DEAD GLOBAL Gravity 0.25
22 W_PE Local 3 0.69
22 W_PA Local 3 0.69
23 W_IP Local 3 0.18
23 DEAD GLOBAL Gravity 0.25
23 W_PE Local 3 0.69
23 W_PA Local 3 0.69
24 W_IP Local 3 0.18
24 DEAD GLOBAL Gravity 0.25
24 W_PE Local 3 0.69
24 W_PA Local 3 0.69
25 W_IP Local 3 0.18
25 DEAD GLOBAL Gravity 0.25
25 W_PE Local 3 0.48
25 W_PA Local 3 0.37
26 W_IP Local 3 0.18
26 DEAD GLOBAL Gravity 0.25
26 W_PE Local 3 0.48
26 W_PA Local 3 0.37
27 W_IP Local 3 0.18
27 DEAD GLOBAL Gravity 0.25
27 W_PE Local 3 0.48
27 W_PA Local 3 0.37
- - -
42 W_IP Local 3 0.18
42 DEAD GLOBAL Gravity 0.25
42 W_PE Local 3 0.48
42 W_PA Local 3 0.37
43 W_IP Local 3 0.18
43 DEAD GLOBAL Gravity 0.25
43 W_PE Local 3 0.48
43 W_PA Local 3 0.37
44 W_IP Local 3 0.18
44 DEAD GLOBAL Gravity 0.25
44 W_PE Local 3 0.48
44 W_PA Local 3 0.37
45 W_IP Local 3 0.18
45 W_PE Local 3 0.43
45 W_PA Local 3 0.45
46 W_IP Local 3 0.18
46 W_PE Local 3 0.43
46 W_PA Local 3 0.45
47 W_IP Local 3 0.18
47 W_PE Local 3 0.43
47 W_PA Local 3 0.45
Area LoadPat CoordSys Dir UnifLoad
Lb/ft2
48 W_IP Local 3 0.18
48 W_PE Local 3 0.43
48 W_PA Local 3 0.45
49 W_IP Local 3 0.18
49 W_PA Local 3 -0.4
50 W_IP Local 3 0.18
50 W_PA Local 3 -0.4
51 W_IP Local 3 0.18
51 W_PA Local 3 -0.4
52 W_IP Local 3 0.18
52 W_PA Local 3 -0.4
53 W_IP Local 3 0.18
53 W_PA Local 3 0.29
54 W_IP Local 3 0.18
54 W_PA Local 3 0.29
55 W_IP Local 3 0.18
55 W_PA Local 3 0.29
56 W_IP Local 3 0.18
56 W_PA Local 3 0.29
57 W_IP Local 3 0.18
57 W_PE Local 3 -0.8
57 W_PA Local 3 0.48
58 W_IP Local 3 0.18
58 DEAD GLOBAL Gravity 0.25
58 W_PE Local 3 1.07
58 W_PA Local 3 1.07
59 W_IP Local 3 0.18
59 DEAD GLOBAL Gravity 0.25
59 W_PE Local 3 1.07
59 W_PA Local 3 1.07
60 W_IP Local 3 0.18
60 DEAD GLOBAL Gravity 0.25
60 W_PE Local 3 1.07
60 W_PA Local 3 1.07
61 W_IP Local 3 0.18
61 DEAD GLOBAL Gravity 0.25
61 W_PE Local 3 1.07
61 W_PA Local 3 1.07
62 W_IP Local 3 0.18
62 DEAD GLOBAL Gravity 0.25
62 W_PE Local 3 1.07
62 W_PA Local 3 1.07
63 W_IP Local 3 0.18
63 DEAD GLOBAL Gravity 0.25
63 W_PE Local 3 0.69
63 W_PA Local 3 0.53
64 W_IP Local 3 0.18
64 DEAD GLOBAL Gravity 0.25
64 W_PE Local 3 0.69
64 W_PA Local 3 0.53
65 W_IP Local 3 0.18
65 DEAD GLOBAL Gravity 0.25
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Area LoadPat CoordSys Dir UnifLoad
Lb/ft2
65 W_PE Local 3 0.69
65 W_PA Local 3 0.53
66 W_IP Local 3 0.18
66 DEAD GLOBAL Gravity 0.25
66 W_PE Local 3 0.69
66 W_PA Local 3 0.53
67 W_IP Local 3 0.18
67 DEAD GLOBAL Gravity 0.25
67 W_PE Local 3 0.69
67 W_PA Local 3 0.53
68 W_IP Local 3 0.18
Area LoadPat CoordSys Dir UnifLoad
Lb/ft2
68 W_PE Local 3 0.64
68 W_PA Local 3 0.48
69 W_IP Local 3 0.18
69 W_PA Local 3 -0.61
70 W_IP Local 3 0.18
70 W_PA Local 3 -0.61
71 W_IP Local 3 0.18
71 W_PA Local 3 0.43
72 W_IP Local 3 0.18
72 W_PA Local 3 0.43
Table: Joint Loads - Force
Joint LoadPat CoordSys F1 F2 F3
Lb Lb Lb
45 LIVE GLOBAL 0 0 -100
46 LIVE GLOBAL 0 0 -100
81 LIVE GLOBAL 0 0 -200
82 LIVE GLOBAL 0 0 -200
51 LIVE GLOBAL 0 0 -100
52 LIVE GLOBAL 0 0 -100
47 LIVE GLOBAL 0 0 -100
83 LIVE GLOBAL 0 0 -200
53 LIVE GLOBAL 0 0 -100
50 LIVE GLOBAL 0 0 -100
86 LIVE GLOBAL 0 0 -200
56 LIVE GLOBAL 0 0 -100
49 LIVE GLOBAL 0 0 -100
85 LIVE GLOBAL 0 0 -200
55 LIVE GLOBAL 0 0 -100
48 LIVE GLOBAL 0 0 -100
84 LIVE GLOBAL 0 0 -200
54 LIVE GLOBAL 0 0 -100
Table: Preferences - Aluminum Design - AA 2015
THDesign SRatioLimit Provision LatFact UseLatFact Bridge OmegaTy OmegaTr OmegaC
Envelopes 1 ASD 1.23 No No 1.65 1.95 1.65
OmegaBo OmegaBr OmegaVo OmegaVr
1.65 1.95 1.65 1.95
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0.1120 .3 4 4 0.228
0.142
0.3470.1810.039
0.127
0.3350.4 1 9
0.351
0 .107
0.4320.244
0 .1 1 5
0.220 .1 1 7
0.098
0.065
0 .1 3 0.079
0.1450.188
0.047
0.4540.4 0 8
0.079
0.4380.1750 .2 3 6
0.4350.1230.098
0.158
0.247
0 .2 3 8
0 .2 2 5
0.187
0.073
0.04
0 .1650.188
0.2790.171
0.092
0.513
0.314
0.188
0 .4 3 90.4880.1 86
0.3920.490.187
0.154
0.158
0 .1 8 1
0 .1 6 1
0.218
0.069
0.069 0.1420.235
0.2850 .171
0.113
0.426
0.442
0.235
0 .3 9 50.5640 .1 8 4
0.1370.5650.218
0.158
0.154
0 .1 8 2
0.16
0.187
0.042
0.077 0.1420.188
0.2850 .2 3 8
0.115
0.3860.59
0.188
0 .1 6 5
0.5660 .3 0 3
0.5690.187
0.31
0.158
0 .299
0.2150.2850.098
0.071 0.2060.079
0.340 .1 3 8
0.081
0.4570.815
0.079
0.5880.1070.5920.098
0.306 0.1120.2750.1170.042 0.1360.1730.668 0.4440.2320.1680.00 0.50 0.70 0.90 1.00
Curve Tent 15m x 25m x 3m at La Quinta Resort.sdb 01/05/2022
HW Engineering Job#21385 22/32
Table: Aluminum Design 1 - Summary Data - AA 2015
Frame DesignSect DesignType Status Combo TotalRatio
75 130/70/3 Beam No Messages DL+0.6(W_PE+W_IP) 0.426418
70 80/80/3 Beam No Messages DL+LL 0.08096
73 80/80/3 Beam No Messages DL+0.75(LL+0.6(W_PA-W_IP)) 0.309657
74 80/80/3 Beam No Messages DL+0.6(W_PA+W_IP) 0.041771
65 130/70/3 Beam No Messages DL+0.6(W_PE+W_IP) 0.668464
66 80/80/3 Beam No Messages DL+0.6(W_PE+W_IP) 0.042102
67 80/80/3 Beam No Messages DL+0.75(LL+0.6(W_PA-W_IP)) 0.3058
122 130/70/3 Beam No Messages 0.6DL+0.6(W_PA+W_IP) 0.386106
120 130/70/3 Beam No Messages 0.6DL+0.6(W_PE+W_IP) 0.444481
7 160/100/3 Column No Messages 0.6DL+0.6(W_PA+W_IP) 0.137062
8 160/100/3 Column No Messages 0.6DL+0.6(W_PE+W_IP) 0.391929
9 160/100/3 Column No Messages 0.6DL+0.6(W_PE+W_IP) 0.434868
1 160/100/3 Column No Messages 0.6DL+0.6(W_PA+W_IP) 0.168014
3 160/100/3 Column No Messages 0.6DL+0.6(W_PE+W_IP) 0.569249
2 160/100/3 Column No Messages 0.6DL+0.6(W_PA+W_IP) 0.592262
121 130/70/3 Beam No Messages 0.6DL+0.6(W_PE+W_IP) 0.45723
13 160/100/3 Column No Messages 0.6DL+0.6(W_PA-W_IP) 0.274535
14 160/100/3 Column No Messages 0.6DL+0.6(W_PA-W_IP) 0.214562
76 130/70/3 Beam No Messages 0.6DL+0.6(W_PE+W_IP) 0.815207
86 130/70/3 Beam No Messages 0.6DL+0.6(W_PE+W_IP) 0.512794
77 80/80/3 Beam No Messages DL+0.6(W_PE+W_IP) 0.071149
78 80/80/3 Beam No Messages DL+LL 0.157727
81 80/80/3 Beam No Messages DL+LL 0.115294
84 80/80/3 Beam No Messages DL+LL 0.157727
85 80/80/3 Beam No Messages DL+0.6(W_PA+W_IP) 0.068768
12 160/100/3 Column No Messages 0.6DL+0.6(W_PA+W_IP) 0.112268
6 160/100/3 Column No Messages 0.6DL+0.6(W_PA+W_IP) 0.122766
109 130/70/3 Beam No Messages DL+0.6(W_PE+W_IP) 0.314134
119 130/70/3 Beam No Messages DL+0.6(W_PE+W_IP) 0.227791
110 80/80/3 Beam No Messages DL+0.6(W_PE+W_IP) 0.040291
111 80/80/3 Beam No Messages DL+0.75(LL+0.6(W_PE-WIP)) 0.24672
114 80/80/3 Beam No Messages DL+LL 0.046867
117 80/80/3 Beam No Messages DL+0.75(LL+0.6(W_PE-WIP)) 0.244449
118 80/80/3 Beam No Messages DL+0.6(W_PE+W_IP) 0.038667
11 160/100/3 Column No Messages 0.6DL+0.6(W_PE+W_IP) 0.347409
5 160/100/3 Column No Messages 0.6DL+0.6(W_PA+W_IP) 0.490333
98 130/70/3 Beam No Messages 0.6DL+0.6(W_PE+W_IP) 0.44193
108 130/70/3 Beam No Messages 0.6DL+0.6(W_PE+W_IP) 0.335257
99 80/80/3 Beam No Messages DL+0.6(W_PE+W_IP) 0.068921
100 80/80/3 Beam No Messages DL+LL 0.157727
103 80/80/3 Beam No Messages DL+LL 0.092055
106 80/80/3 Beam No Messages DL+LL 0.157727
107 80/80/3 Beam No Messages DL+0.6(W_PE+W_IP) 0.064952
10 160/100/3 Column No Messages 0.6DL+0.6(W_PE+W_IP) 0.432248
4 160/100/3 Column No Messages 0.6DL+0.6(W_PE+W_IP) 0.565066
87 130/70/3 Beam No Messages 0.6DL+0.6(W_PE+W_IP) 0.590497
97 130/70/3 Beam No Messages 0.6DL+0.6(W_PE+W_IP) 0.454478
88 80/80/3 Beam No Messages DL+0.6(W_PE+W_IP) 0.077491
89 80/80/3 Beam No Messages DL+LL 0.153758
92 80/80/3 Beam No Messages DL+LL 0.112962
95 80/80/3 Beam No Messages DL+LL 0.153758
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Frame DesignSect DesignType Status Combo TotalRatio
96 80/80/3 Beam No Messages DL+0.6(W_PE+W_IP) 0.072597
19 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.566253
17 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.23225
23 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.165343
25 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.439283
24 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.395385
18 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.588157
22 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.174908
28 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.142058
21 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.488115
27 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.351253
20 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.56392
26 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.438343
68 80/80/3 Beam No Messages DL+LL 0.097661
79 80/80/3 Beam No Messages DL+LL 0.186967
90 80/80/3 Beam No Messages DL+LL 0.218153
101 80/80/3 Beam No Messages DL+LL 0.186967
112 80/80/3 Beam No Messages DL+LL 0.097661
69 80/80/3 Beam No Messages DL+LL 0.078939
80 80/80/3 Beam No Messages DL+LL 0.187953
91 80/80/3 Beam No Messages DL+LL 0.234892
102 80/80/3 Beam No Messages DL+LL 0.187953
113 80/80/3 Beam No Messages DL+LL 0.078939
71 80/80/3 Beam No Messages DL+LL 0.078939
82 80/80/3 Beam No Messages DL+LL 0.187953
93 80/80/3 Beam No Messages DL+LL 0.234892
104 80/80/3 Beam No Messages DL+LL 0.187953
115 80/80/3 Beam No Messages DL+LL 0.078939
72 80/80/3 Beam No Messages DL+LL 0.097661
83 80/80/3 Beam No Messages DL+LL 0.186967
94 80/80/3 Beam No Messages DL+LL 0.218153
105 80/80/3 Beam No Messages DL+LL 0.186967
116 80/80/3 Beam No Messages DL+LL 0.097661
29 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.173264
30 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.135888
31 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.116543
34 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.138453
33 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.107396
32 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.112177
35 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.339928
36 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.205651
37 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.284997
40 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.237991
39 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.302836
38 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.298776
41 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.284596
42 160/100/3 Brace No Messages DL+LL 0.141814
43 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.15954
46 160/100/3 Brace No Messages DL+LL 0.17071
45 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.183952
44 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.181842
47 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.284797
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Frame DesignSect DesignType Status Combo TotalRatio
48 160/100/3 Brace No Messages DL+LL 0.141814
49 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.160957
52 160/100/3 Brace No Messages DL+LL 0.17071
51 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.186264
50 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.181188
53 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.279338
54 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.165143
55 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.225024
58 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.18849
57 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.236494
56 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.238345
59 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.144716
60 160/100/3 Brace No Messages 0.6DL+0.6(W_PA+W_IP) 0.129512
61 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.117242
64 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.126646
63 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.107207
62 160/100/3 Brace No Messages 0.6DL+0.6(W_PE+W_IP) 0.114804
125 130/70/3 Beam No Messages 0.6DL+0.6(W_PE+W_IP) 0.344436
123 130/70/3 Beam No Messages 0.6DL+0.6(W_PE+W_IP) 0.408281
124 130/70/3 Beam No Messages 0.6DL+0.6(W_PE+W_IP) 0.419387
15 160/100/3 Column No Messages 0.6DL+0.6(W_PA+W_IP) 0.219879
16 160/100/3 Column No Messages 0.6DL+0.6(W_PA+W_IP) 0.18064
Table: Joint Reactions
Joint OutputCase CaseType F1 F2 F3
Kip Kip Kip
1 DL+LL Combination 0.038 0.073 0.641
1 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.202 -0.049 -0.776
1 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.218 -0.050 -0.361
1 DL+0.75(LL+0.6(W_PA+W_IP)) Combination 0.173 -0.152 -0.291
1 DL+0.75(LL+0.6(W_PA-W_IP)) Combination 0.156 -0.152 0.125
1 DL+0.6(W_PE+W_IP) Combination -0.293 -0.113 -1.425
1 DL+0.6(W_PE-W_IP) Combination -0.315 -0.114 -0.871
1 DL+0.6(W_PA+W_IP) Combination 0.206 -0.250 -0.778
1 DL+0.6(W_PA-W_IP) Combination 0.185 -0.251 -0.224
1 0.6DL+0.6(W_PE+W_IP) Combination -0.301 -0.128 -1.575
1 0.6DL+0.6(W_PE-W_IP) Combination -0.323 -0.129 -1.021
1 0.6DL+0.6(W_PA+W_IP) Combination 0.198 -0.265 -0.929
1 0.6DL+0.6(W_PA-W_IP) Combination 0.176 -0.266 -0.375
2 DL+LL Combination 0.096 0.116 0.256
2 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.408 -0.098 -0.690
2 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.406 -0.049 -0.309
2 DL+0.75(LL+0.6(W_PA+W_IP)) Combination -0.053 -0.198 -0.865
2 DL+0.75(LL+0.6(W_PA-W_IP)) Combination -0.051 -0.149 -0.485
2 DL+0.6(W_PE+W_IP) Combination -0.599 -0.206 -1.027
2 DL+0.6(W_PE-W_IP) Combination -0.596 -0.141 -0.520
2 DL+0.6(W_PA+W_IP) Combination -0.125 -0.340 -1.261
2 DL+0.6(W_PA-W_IP) Combination -0.122 -0.275 -0.754
2 0.6DL+0.6(W_PE+W_IP) Combination -0.624 -0.230 -1.116
2 0.6DL+0.6(W_PE-W_IP) Combination -0.621 -0.165 -0.609
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HW Engineering Job#21385 25/32
Joint OutputCase CaseType F1 F2 F3
Kip Kip Kip
2 0.6DL+0.6(W_PA+W_IP) Combination -0.150 -0.363 -1.350
2 0.6DL+0.6(W_PA-W_IP) Combination -0.147 -0.298 -0.843
3 DL+LL Combination 0.135 0.045 0.267
3 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.346 -0.038 -0.577
3 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.320 -0.007 -0.176
3 DL+0.75(LL+0.6(W_PA+W_IP)) Combination -0.019 -0.134 -0.723
3 DL+0.75(LL+0.6(W_PA-W_IP)) Combination 0.007 -0.102 -0.322
3 DL+0.6(W_PE+W_IP) Combination -0.542 -0.081 -0.887
3 DL+0.6(W_PE-W_IP) Combination -0.508 -0.038 -0.352
3 DL+0.6(W_PA+W_IP) Combination -0.106 -0.208 -1.081
3 DL+0.6(W_PA-W_IP) Combination -0.072 -0.165 -0.546
3 0.6DL+0.6(W_PE+W_IP) Combination -0.575 -0.090 -0.977
3 0.6DL+0.6(W_PE-W_IP) Combination -0.540 -0.047 -0.442
3 0.6DL+0.6(W_PA+W_IP) Combination -0.139 -0.217 -1.171
3 0.6DL+0.6(W_PA-W_IP) Combination -0.105 -0.175 -0.636
4 DL+LL Combination 0.135 -0.045 0.267
4 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.343 0.042 -0.575
4 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.318 0.010 -0.174
4 DL+0.75(LL+0.6(W_PA+W_IP)) Combination -0.018 -0.106 -0.722
4 DL+0.75(LL+0.6(W_PA-W_IP)) Combination 0.008 -0.138 -0.322
4 DL+0.6(W_PE+W_IP) Combination -0.538 0.085 -0.883
4 DL+0.6(W_PE-W_IP) Combination -0.504 0.043 -0.349
4 DL+0.6(W_PA+W_IP) Combination -0.104 -0.111 -1.080
4 DL+0.6(W_PA-W_IP) Combination -0.070 -0.154 -0.546
4 0.6DL+0.6(W_PE+W_IP) Combination -0.571 0.095 -0.973
4 0.6DL+0.6(W_PE-W_IP) Combination -0.537 0.052 -0.439
4 0.6DL+0.6(W_PA+W_IP) Combination -0.137 -0.102 -1.170
4 0.6DL+0.6(W_PA-W_IP) Combination -0.103 -0.145 -0.636
5 DL+LL Combination 0.096 -0.116 0.256
5 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.312 0.096 -0.527
5 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.310 0.048 -0.146
5 DL+0.75(LL+0.6(W_PA+W_IP)) Combination -0.003 -0.122 -0.685
5 DL+0.75(LL+0.6(W_PA-W_IP)) Combination -0.001 -0.171 -0.305
5 DL+0.6(W_PE+W_IP) Combination -0.470 0.205 -0.810
5 DL+0.6(W_PE-W_IP) Combination -0.467 0.140 -0.302
5 DL+0.6(W_PA+W_IP) Combination -0.059 -0.087 -1.022
5 DL+0.6(W_PA-W_IP) Combination -0.056 -0.152 -0.514
5 0.6DL+0.6(W_PE+W_IP) Combination -0.495 0.228 -0.899
5 0.6DL+0.6(W_PE-W_IP) Combination -0.492 0.163 -0.391
5 0.6DL+0.6(W_PA+W_IP) Combination -0.084 -0.063 -1.110
5 0.6DL+0.6(W_PA-W_IP) Combination -0.081 -0.128 -0.603
6 DL+LL Combination 0.038 -0.073 0.641
6 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.145 0.046 -0.600
6 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.161 0.047 -0.185
6 DL+0.75(LL+0.6(W_PA+W_IP)) Combination 0.167 -0.114 0.035
6 DL+0.75(LL+0.6(W_PA-W_IP)) Combination 0.151 -0.114 0.450
6 DL+0.6(W_PE+W_IP) Combination -0.217 0.110 -1.190
6 DL+0.6(W_PE-W_IP) Combination -0.239 0.110 -0.636
6 DL+0.6(W_PA+W_IP) Combination 0.199 -0.105 -0.343
6 DL+0.6(W_PA-W_IP) Combination 0.178 -0.104 0.211
6 0.6DL+0.6(W_PE+W_IP) Combination -0.226 0.125 -1.341
6 0.6DL+0.6(W_PE-W_IP) Combination -0.247 0.125 -0.787
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Joint OutputCase CaseType F1 F2 F3
Kip Kip Kip
6 0.6DL+0.6(W_PA+W_IP) Combination 0.191 -0.090 -0.494
6 0.6DL+0.6(W_PA-W_IP) Combination 0.169 -0.089 0.060
7 DL+LL Combination -0.038 0.073 0.641
7 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.128 -0.033 -0.404
7 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.112 -0.034 0.012
7 DL+0.75(LL+0.6(W_PA+W_IP)) Combination 0.084 -0.132 -0.725
7 DL+0.75(LL+0.6(W_PA-W_IP)) Combination 0.101 -0.132 -0.310
7 DL+0.6(W_PE+W_IP) Combination -0.147 -0.092 -0.928
7 DL+0.6(W_PE-W_IP) Combination -0.126 -0.092 -0.374
7 DL+0.6(W_PA+W_IP) Combination 0.136 -0.223 -1.357
7 DL+0.6(W_PA-W_IP) Combination 0.158 -0.224 -0.803
7 0.6DL+0.6(W_PE+W_IP) Combination -0.139 -0.107 -1.079
7 0.6DL+0.6(W_PE-W_IP) Combination -0.117 -0.107 -0.525
7 0.6DL+0.6(W_PA+W_IP) Combination 0.145 -0.238 -1.508
7 0.6DL+0.6(W_PA-W_IP) Combination 0.167 -0.239 -0.954
8 DL+LL Combination -0.096 0.116 0.256
8 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.081 -0.073 -0.504
8 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.083 -0.025 -0.123
8 DL+0.75(LL+0.6(W_PA+W_IP)) Combination -0.108 -0.194 -0.347
8 DL+0.75(LL+0.6(W_PA-W_IP)) Combination -0.110 -0.145 0.033
8 DL+0.6(W_PE+W_IP) Combination -0.054 -0.174 -0.779
8 DL+0.6(W_PE-W_IP) Combination -0.056 -0.109 -0.272
8 DL+0.6(W_PA+W_IP) Combination -0.090 -0.334 -0.570
8 DL+0.6(W_PA-W_IP) Combination -0.093 -0.269 -0.063
8 0.6DL+0.6(W_PE+W_IP) Combination -0.029 -0.198 -0.868
8 0.6DL+0.6(W_PE-W_IP) Combination -0.032 -0.133 -0.361
8 0.6DL+0.6(W_PA+W_IP) Combination -0.065 -0.358 -0.659
8 0.6DL+0.6(W_PA-W_IP) Combination -0.068 -0.293 -0.152
9 DL+LL Combination -0.135 0.045 0.267
9 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.045 -0.030 -0.448
9 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.070 0.002 -0.047
9 DL+0.75(LL+0.6(W_PA+W_IP)) Combination -0.101 -0.127 -0.318
9 DL+0.75(LL+0.6(W_PA-W_IP)) Combination -0.127 -0.095 0.083
9 DL+0.6(W_PE+W_IP) Combination 0.021 -0.070 -0.714
9 DL+0.6(W_PE-W_IP) Combination -0.013 -0.027 -0.180
9 DL+0.6(W_PA+W_IP) Combination -0.054 -0.199 -0.541
9 DL+0.6(W_PA-W_IP) Combination -0.088 -0.157 -0.007
9 0.6DL+0.6(W_PE+W_IP) Combination 0.054 -0.079 -0.804
9 0.6DL+0.6(W_PE-W_IP) Combination 0.020 -0.036 -0.270
9 0.6DL+0.6(W_PA+W_IP) Combination -0.021 -0.208 -0.631
9 0.6DL+0.6(W_PA-W_IP) Combination -0.055 -0.166 -0.097
10 DL+LL Combination -0.135 -0.045 0.267
10 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.046 0.033 -0.447
10 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.072 0.001 -0.047
10 DL+0.75(LL+0.6(W_PA+W_IP)) Combination -0.102 -0.073 -0.320
10 DL+0.75(LL+0.6(W_PA-W_IP)) Combination -0.127 -0.105 0.081
10 DL+0.6(W_PE+W_IP) Combination 0.019 0.074 -0.713
10 DL+0.6(W_PE-W_IP) Combination -0.015 0.031 -0.179
10 DL+0.6(W_PA+W_IP) Combination -0.055 -0.068 -0.544
10 DL+0.6(W_PA-W_IP) Combination -0.089 -0.111 -0.009
10 0.6DL+0.6(W_PE+W_IP) Combination 0.052 0.083 -0.803
10 0.6DL+0.6(W_PE-W_IP) Combination 0.017 0.040 -0.269
01/05/2022
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Joint OutputCase CaseType F1 F2 F3
Kip Kip Kip
10 0.6DL+0.6(W_PA+W_IP) Combination -0.022 -0.059 -0.634
10 0.6DL+0.6(W_PA-W_IP) Combination -0.056 -0.101 -0.099
11 DL+LL Combination -0.096 -0.116 0.256
11 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.071 0.073 -0.407
11 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.073 0.024 -0.027
11 DL+0.75(LL+0.6(W_PA+W_IP)) Combination -0.116 -0.062 -0.294
11 DL+0.75(LL+0.6(W_PA-W_IP)) Combination -0.118 -0.111 0.086
11 DL+0.6(W_PE+W_IP) Combination -0.040 0.173 -0.651
11 DL+0.6(W_PE-W_IP) Combination -0.043 0.108 -0.144
11 DL+0.6(W_PA+W_IP) Combination -0.101 -0.007 -0.500
11 DL+0.6(W_PA-W_IP) Combination -0.104 -0.072 0.007
11 0.6DL+0.6(W_PE+W_IP) Combination -0.015 0.197 -0.740
11 0.6DL+0.6(W_PE-W_IP) Combination -0.018 0.132 -0.232
11 0.6DL+0.6(W_PA+W_IP) Combination -0.076 0.017 -0.589
11 0.6DL+0.6(W_PA-W_IP) Combination -0.079 -0.048 -0.082
12 DL+LL Combination -0.038 -0.073 0.641
12 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.107 0.031 -0.285
12 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.091 0.032 0.130
12 DL+0.75(LL+0.6(W_PA+W_IP)) Combination 0.056 -0.067 -0.415
12 DL+0.75(LL+0.6(W_PA-W_IP)) Combination 0.072 -0.066 0.001
12 DL+0.6(W_PE+W_IP) Combination -0.119 0.089 -0.770
12 DL+0.6(W_PE-W_IP) Combination -0.097 0.090 -0.216
12 DL+0.6(W_PA+W_IP) Combination 0.099 -0.042 -0.943
12 DL+0.6(W_PA-W_IP) Combination 0.120 -0.041 -0.389
12 0.6DL+0.6(W_PE+W_IP) Combination -0.111 0.104 -0.921
12 0.6DL+0.6(W_PE-W_IP) Combination -0.089 0.105 -0.367
12 0.6DL+0.6(W_PA+W_IP) Combination 0.107 -0.027 -1.094
12 0.6DL+0.6(W_PA-W_IP) Combination 0.129 -0.026 -0.540
13 DL+LL Combination 0.038 -0.001 0.614
13 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.210 0.092 -0.365
13 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.196 -0.093 -0.085
13 DL+0.75(LL+0.6(W_PA+W_IP)) Combination 0.255 -0.164 -0.296
13 DL+0.75(LL+0.6(W_PA-W_IP)) Combination 0.269 -0.349 -0.016
13 DL+0.6(W_PE+W_IP) Combination -0.304 0.123 -0.865
13 DL+0.6(W_PE-W_IP) Combination -0.285 -0.123 -0.492
13 DL+0.6(W_PA+W_IP) Combination 0.317 -0.219 -0.773
13 DL+0.6(W_PA-W_IP) Combination 0.335 -0.465 -0.400
13 0.6DL+0.6(W_PE+W_IP) Combination -0.312 0.123 -1.006
13 0.6DL+0.6(W_PE-W_IP) Combination -0.294 -0.123 -0.633
13 0.6DL+0.6(W_PA+W_IP) Combination 0.308 -0.218 -0.914
13 0.6DL+0.6(W_PA-W_IP) Combination 0.326 -0.464 -0.542
14 DL+LL Combination -0.038 -0.001 0.614
14 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.104 0.090 -0.180
14 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.118 -0.090 0.100
14 DL+0.75(LL+0.6(W_PA+W_IP)) Combination 0.282 -0.111 -0.045
14 DL+0.75(LL+0.6(W_PA-W_IP)) Combination 0.268 -0.290 0.235
14 DL+0.6(W_PE+W_IP) Combination -0.115 0.120 -0.618
14 DL+0.6(W_PE-W_IP) Combination -0.133 -0.120 -0.245
14 DL+0.6(W_PA+W_IP) Combination 0.399 -0.147 -0.438
14 DL+0.6(W_PA-W_IP) Combination 0.381 -0.387 -0.066
14 0.6DL+0.6(W_PE+W_IP) Combination -0.106 0.120 -0.759
14 0.6DL+0.6(W_PE-W_IP) Combination -0.124 -0.120 -0.387
01/05/2022
HW Engineering Job#21385 28/32
Joint OutputCase CaseType F1 F2 F3
Kip Kip Kip
14 0.6DL+0.6(W_PA+W_IP) Combination 0.408 -0.147 -0.580
14 0.6DL+0.6(W_PA-W_IP) Combination 0.390 -0.386 -0.207
15 DL+LL Combination 0.038 0.001 0.614
15 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.172 -0.092 -0.162
15 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.159 0.093 0.118
15 DL+0.75(LL+0.6(W_PA+W_IP)) Combination 0.232 -0.274 -0.079
15 DL+0.75(LL+0.6(W_PA-W_IP)) Combination 0.246 -0.089 0.201
15 DL+0.6(W_PE+W_IP) Combination -0.253 -0.123 -0.594
15 DL+0.6(W_PE-W_IP) Combination -0.235 0.123 -0.221
15 DL+0.6(W_PA+W_IP) Combination 0.286 -0.366 -0.483
15 DL+0.6(W_PA-W_IP) Combination 0.304 -0.120 -0.110
15 0.6DL+0.6(W_PE+W_IP) Combination -0.262 -0.123 -0.735
15 0.6DL+0.6(W_PE-W_IP) Combination -0.244 0.123 -0.363
15 0.6DL+0.6(W_PA+W_IP) Combination 0.277 -0.366 -0.624
15 0.6DL+0.6(W_PA-W_IP) Combination 0.295 -0.120 -0.252
16 DL+LL Combination -0.038 0.001 0.614
16 DL+0.75(LL+0.6(W_PE+WIP)) Combination -0.103 -0.089 -0.057
16 DL+0.75(LL+0.6(W_PE-WIP)) Combination -0.116 0.090 0.222
16 DL+0.75(LL+0.6(W_PA+W_IP)) Combination 0.226 -0.235 0.071
16 DL+0.75(LL+0.6(W_PA-W_IP)) Combination 0.213 -0.055 0.351
16 DL+0.6(W_PE+W_IP) Combination -0.113 -0.120 -0.455
16 DL+0.6(W_PE-W_IP) Combination -0.132 0.120 -0.082
16 DL+0.6(W_PA+W_IP) Combination 0.325 -0.314 -0.284
16 DL+0.6(W_PA-W_IP) Combination 0.307 -0.074 0.089
16 0.6DL+0.6(W_PE+W_IP) Combination -0.105 -0.120 -0.596
16 0.6DL+0.6(W_PE-W_IP) Combination -0.123 0.120 -0.224
16 0.6DL+0.6(W_PA+W_IP) Combination 0.334 -0.314 -0.425
16 0.6DL+0.6(W_PA-W_IP) Combination 0.316 -0.074 -0.052
Note:
F1(FX), F2(FY) were horizontal direction reaction;
F3(FZ) was vertical direction reaction. Negative means uplift force, positive means compress force(downward).
See joint label page for the direction of reactions.
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Part 4
In this Part, cables are checked by hand for the worst case forces as determined in the preceding 3D
analysis.
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Cable and Base Anchorage Check
Cable Check
Tmax 2.65 kipCable maximum tension from analysis Ω 2.2
3/8" dia. cable minimum breaking strength 12000 lbf or better
Tu 12000lbfTa
Tu
Ω
Ta 5.455 kip
Check if Tmax Ta"OK!""N/G!"Check "OK!"
Side wall and gable end leg base plate with ecology block to gr ound
maximum design force at leg base
Vmax 0.67kipTmax 1.58kipPmax 0.64kipFmax 1.61kip
(2) 3/4"diameter A307 bolts to plate n2
d 3
4 inA 0.44in
2Ωt 2.0Ωv 2.0Fy 45 ksifor a conservative design
Fnt FyFnv 0.6 FyFnt 45 ksiFnv 27 ksi
fnv
Vmax
nAfnv 0.761ksi
Ta min Fnt 1.3 Fnt
Ωv Fnt
Fnv
fnv
nA
Ωt
Ta 19.8kip
check_bolt if Tmax Ta"Bolt is Ok""NG"check_bolt "Bolt is Ok"
3/16" weilding for plate to tube
tw
3
16 inLw 2in2" welding length for a conservative design
Fa 0.928 kip
in
t w
1
16 in
LwFa 5.568kip
check if Fa Fmax"connection is ok""NG"
check "connection is ok"
2k block to resistant leg uplift
Pblock 2 kip
check if Pblock Tmax"Uplift is sufficient.""NG"check "Uplift is sufficient."
check bearing at ground
maximum downward force to base(included blocks)
Downmax Pmax PblockDownmax 2.64kip
steel tube width and length b2inL34inassume 4" thick pad h4in
bearing area on soil A2Lbhh()A 680in
2
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Bearing
Downmax
A 559 psfless than 1500 psf
check if Bearing 1500 psf"Bearing pressure is OK""NG"()
check "Bearing pressure is OK"
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F-77101
Customer Invoice No. LBS/Qty: Color: Date:
This is to certify that the materials described below have been treated with a flame-retardant chemical or are inherently nonflammable.
FOR: ADDRESS:
CITY: STATE:
Certification is hereby made that: (Check “a” or “b”)
(a) The articles described on the reverse side of this Certificate have been treated with a flame-retardant chemical approved and
registered by the State Fire Marshal and the application of said chemical was done in conformance with the laws of the State of
California and the Rules and Regulations of the State Fire Marshal.
Name of chemical used: ____________________________________________________________ Chemical Registration #: ________________
Method of application: _______________________________________________________________________________________________________
(b) The articles described above are made from a flame-resistant fabric or material registered and approved by the State Fire Marshal
for such use.
Trade Name of flame-resistant fabric or material used: DOUBLE POLISH CLEAR VINYL Registration #: F-77101
The Flame Retardant Process Used ___WILL NOT________ Be Removed By Washing
(will or will not)
___________________________N/A_____________________________________ By: ________MARISOL NANEZ______OFFICE MANAGER________________________________________
Name of Applicator or Production Superintendent Name Title
AVALON TENT & PARTY 1339 S. ALLEC STREET
ANAHEIM CA 92805
Certificate of Flame Resistance
ISSUED BY:
Registered Fabric or
Concern Number
ISSUED BY:
Covin Sales & Converting Inc
2055 Randolph Street
Huntington Park, CA 90255
X
95742 700 CLEAR 11/20/19