HomeMy WebLinkAboutStructural Analysis of Air SkidCAERUS OIL & GAS
STRUCTURAL ANALYSIS OF AIR SKID
GRANITE PEAK FABRICATION JOB NO. 220784
PREPARED FOR: GRANITE PEAK FABRICATION
PREPARED BY: Elliott Boyd, P.E. - CO License #42889
June 6,2022
EI
Date:
11
Executive Summary
Drawings for the Caerus Oil & Gas skid and enclosure were completed by Granite Peak Fabrication in
Casper, WY and the skid structural analysis was completed by Granite Peak Fabrication in Casper, WY.
The skid structure was analyzed using Digital Canal VersaFrame@ structural analysis sofLware.
The analysis is based on:
o 20lS lnternational Building Code (IBC)
o 20lS lnternational Mechanical Code (IMC)
¡ 20lS lnternational Plumbing Code (IPC)
¡ The National Electric Code (NEC)
¡ The 2015 International Energy Conservation Code (IECC)
o ASCE 7-16 - 2016 American Society of Civil Engineers - Minimum Design Loads for Buildings
and Other Structures
o American Institute of Construction - Manual of Steel Construction - l5th Edition.
The analysis computed the following conditions under the assumption that the entire skid with attached
enclosure would be lifted evenly at the four (4) lifting lug locations shown on the skid drawings.
o The maximum deflection was determined to be 0.093" for the lifting scenario.
. All of the structural steel skid members passed the strength criteria as given in the code.
Description
o Air Skid Stnrctural Steel Composition (Skid):
o WB X 31# wide-flange beams -o C8 X 13.7# channel sections -o Y¿" thick deck plate for the floor -o Misc. structural and plate steel -
. Approximate Total Skid Weight (w/o enclosure) -
Air Skid Structural Steel Composition (Building):
o HSS rect. 2"x6"xl/4" -o HSS rect. 3"x5"x3/16" -o HSS square 3"x3'ox3/16" -o Misc. structural and plate steel -
Approximate Total Building Weight
a
1,700lbs.
400 lbs.
1,200 lbs.
700lbs
4,000|bs.
800lbs.
500lbs.
2,000lbs.
200lbs
3,500 lbs.
5,000 lbs.
4,000lbs.
l,000lbs,
l.500lbs.
I1,500 lbs.
a
a Equipment Weights (assumed conservative)
o 25 hp Compressor Package -o l5 hp Compressor Package -
o Instrumentation & Filters -
o Air Receiver -
Approximate Total Equipment Weighta
a
a
Total Air Package Weight -19,000lbs.
Wind sliding and overturning forces are not significant for the weight of this skid and no
accommodations will need to be made in the support system for these forces.
a Skid members to be mitered or coped and welded in accordance with the Connection Details on
the drawings.
Analysis Results Report
Granite Peak Fabrication
Prepared by: Elliott C. Boyd, P.E.
Colorado P.E. 42889
ANALYSIS CO\rER STIEET F'OR STRUCTURAL STEEL SKID ONLY
Date:61812022 Analyzed by:ECB
Client:Caerus Oil & Gas Revision 0
Proiect:220784 Air Skid
Location:Garfield County, CO (SE, SW 1/4, S23, T4S, R96W,6th P.M)
EI
C.
Buildine/Structural Analysis Summary
Code 20lS lnternational Building Code & AISC LRFD l4
Elevation (ft)-5500
Occupancy Category: IIB Occupancy Type: U
Building Description:9'0" X 14'6" Skid and Building Structure
Loading Summary
Symbol Load Comments:
D Dead Load (psf):20 Weight of floor plate, weight of building materials
L Live Floor Load (psf):2s0 From Table 4-l per ASCE 7-16 (Heaw Industrial)
Lc Live Base (psÐ:
Lr Live Roof (ps0 20 See note #5.
S Snow (psO 40 See note #5
Vult**Wind Speed (mph):120 3-second gust, ultimate wind speed
Vasd**Wind Speed (mph):93 Nominal design wind speed
*{.Wind Exposure Category:C
w**V/ind (psÐ:35 Value used conservative, actual velocity pressure qh=26.60 psf
H Earth Pressure (psf)N/A
SDC Seismic Category D
Seismic Site Class:II
Fa Site Coefficient:1.552
Ss MCEnground motion 0.31 0.2 second period
Sr MCEnground motion 0.074 1.0 second period
SMS Site-modified spectral acc.0.481
Str¡l Site-modified spectral acc.0.177
SDS Num. Seismic Design 0.321 0.2 second period
SDl Num. Seismic Design 0.1t8 1.0 second period
Load Combinations Considered (LRFD, AISC):
AISCI4-LRFD (See VersaFrame Report)
Notes
1. No rain, flood, seismic, or earth pressure loads applied to this analysis
2. Assumed maximum deflection of L1360 per the Specification for the design.
3. See structural analysis report for structural model and code check report.
4. Analysis based on ASCE Load Resistance Factor Design (LRFD 14)
5. Live roof and roof snow loads apply to the building, and are applied to the skid analysis as a line load on the perimeter
VersaFrame V9.0 (609.0)(C) DigitalCanalCorp."L*Note:Company/Project: /Date/Time: 06106122 1 5:05:36Engineer:
OSI-IPD
Latitude, Lon g itude: 39.651 5477, -107 .87 8640
Date
Deslgn Code Roference Document
Rbk Category
Slte Glaas
Map data@2022 Google
61812022,9:48:55 AM
ASCET-16
il
D - Default (See Section 11.4.3)
TYpe
ss
S1
s¡,its
sut
sos
sot
-....
rlpe
sDc
Fa
Fv
PGA
Fpon
PGAy
TL
SsRT
SsUH
SsD
SlRT
SlUH
s1D
PGAd
cns
cnt
Value
0.31
0.074
0.481
0.177
0.321
0.118
Value
B
1.552
2.4
0.183
1.434
0.2ø2
4
0.31
0.329
1.5
0.074
0.079
0.6
0.5
0.s41
0.93r
Descrlptlon
MCE¡ ground mot¡on. (for 0.2 second per¡od)
MCEp ground motion. (for 1.0s period)
Site-modifled speclral acceleration value
Site-modified spectral acceleration value
Numeric eeismic design vâlue at 0.2 second SA
Numeric seismic design value at 1.0 second SA
Descrlptlon
Seismic design category
Site amplificatlon factor at 0.2 second
Site amplification fac'tor at 1.0 second
MCE6 peak ground accelêrat¡on
Site amplificåtion factor at PGA
Síte modiffed peak ground acceleration
Long-pedod transition period in secondg
Probabilistic risk-targeted ground motion. (0.2 second)
Factored uniform-hazard (2olo probability ofexceedance in 50 years) spe6{ral acceleration
Factored determiníst¡c acceleration value. (0.2 second)
Probabilistic ¡isk-targeted ground motion. (1.0 second)
Fac'tored unifonn-hazard (2% probability of exiceedanoe in 50 years) spec{ral acceleration.
Factored determ¡nist¡c acceferation value. (1.0 second)
Faclored deterministic acceleration value, (Peak Ground Acceleration)
Mapped value ofthe risk coeficient at short periods
Mappêd value of the risk coefücient at a period of 1 s
Steel Check Report
Project::
Description:
Date:
CAERUS AIR SKID (D:\Granite Peak Fabrication\GRÁ...K SHOP\BUILDINGS FOR MICHAEL\CAERUS AIR SKID) Company:
User:
061061202204:20Pll Software: Digital Canal VersaFrame
Code Check Results (LRFDl4)
CRITICAL STRESS SUMMARY
ID Section Name Status Governing Criteria Stress
Rafio
Load Combination Disfance
lft)
5 w8x3l OK Axial-Bendins 0.0580 AISC14-LRFD LC6b 2.0000
6 w8x3l OK Axial-Rendins 0 0s71 AISCI4-LRFD LC6b 0.0000
7 w8x3l OK Axial-Bendins o 0127 AISCI4.I,RFD I,C2b 0.0000
I w8x3l OK Axial-Bendine 0 0il I AISCI4.I,RFD I,C4h 0.0000
l3 w8x3l OK Axial-Bendine 0 2600 AISCI4-I,RFD I,C2h 2.6700
l4 w8x3l OK Axial-Bendins 0.2627 AISCI4.LRFD LC2b 0 9ss7
l5 w8x3t OK Axial-Bendine 0.2611 AISCI4-LRFD LC2b 0.0000
l6 w8x3l OK Axial-Bendins 0.2403 AISCI4-LRFD LC2b 0.0000
l7 w8x3l OK Axial-Bendins 02603 AISCI4-LRFD LC2b 2.6700
l8 w8x3l OK Axial-Rending o.26to AISCI4-I,RFD LC2b 0.7075
l9 w8x3l OK Axial-Renrfins o2A82 AISCI4-I,RFD I-C2b 0.0000
24 c8x13.7 OK Axial-Bendine 0 r t80 AISCI4-I,RFD I,C2h 2.0000
25 c8xl3.7 OK Axial-Bendine 0. I 573 AISCI4J,RFD I,C2A 2.0000
26 c8x13.7 OK Axial-Bendine 0.3455 AISC14-LRFD LC2a 0 0000
27 c8x13.7 OK Axial-Bendins 0.1031 AISC14-LRFD LC2b 0.0000
28 c8x13.7 OK Axial-Bendins 0.0569 AISCl4-LRFD LC2b 2.0000
29 c8x13.7 OK Axial-Bendins 0.2909 AISCl4-LRFD LC2a 6.0000
30 c8x13.7 OK Axial-Renrtins 0.2909 AISCI4-LRFD LC2a 0.0000
3t c8xl3.7 OK Axial-Bending 0.0488 AISCI4-I,RFD I,C2b 0.0000
32 L2X2XI/4 OK Live Deflection Y 0 8668 AISCI4J,RFD I,C2A r 33s0
tl t.2x2xt/4 OK Live Deflection Y 0.65 l3 AISCI4-LRFD LC2a I 7442
?4 t.2x2xt/4 OK Live Deflection Y 0 943',7 AISCI4-LRFD LC2a I 4858
i5 w8x3l OK Axial-Bendins 0.0237 AISCI4-LRFD LC4b 0.0000
36 tv8x3l OK Axial-Bendins 0.0349 AISCI4-LRFD LC3e 1.5000
3'7 w8x3l OK Axial-Bendins 0 0305 AISCI4.LRFD LC3h 0.0000
38 w8x31 OK Axial-Rendins o.o275 AISCI4J,RFD I,C3C 0.0000
39 HS53X3X3/I6 OK Axial-Bendine o 2t1s AISCI4-I,RFD I,C6h 0.0000
40 HS53X3X3/I6 OK Axial-Bendine 0 ils3 AISCI4-I,RFD I,C6h 2.s000
4l HSS3X3X3/I6 OK Axial-Bendine 0.0904 AISCI4-LRFD LC6b 22500
42 HSS3X3X3/16 OK Axial-Bendine 0. I 665 AISCl4-LRFD LC4b 0.0000
43 HS53X3X3/r6 OK Axial-Bendins 0. I 555 AISC14-LRFD LC4b 2.5000
44 HS53X3X3/16 OK Axial-Bendins 0 1286 AISCI4-LRFD LC3e 0.0000
45 HS53X3X3/16 OK Axial-Bendins 0. I 738 AISCI4J,RFD I,C3C 2.2500
46 HSS3X3X3/16 OK Axial-Bending 0 t8g5 AISCI4J.RFD I,C3E 1 1700
47 HSS3X3X3/16 OK Axial-Bendine 0.1644 AISCI4J,RFD I,C6A 0.0000
4R HSS3X3X3/I 6 OK Axial-Bendine 0.1047 AISCI4-LRFD LC6a 2 5000
49 HSS3X3X3/I6 OK Axial-Bendins 0.0736 AISCI4-LRFD LC4b 2.2500
50 HSS3X3X3/16 OK Axial-Rendins 0.0908 AISCI4.LRFD LC6b 2.2500
5l HSS3X3X3/16 OK Axial-Renrtins 0. I 630 AISCI4-I,RFD I,C4b 0.0000
52 HSS3X3X3/I6 OK Axial-Bending 0.1929 AISCI4.I,RFD I,C4b 4. I 600
53 HSS3X3X3/I6 OK Axial-Bendine o 159?,AISCI4-I,RFD I,C4h 0.0000
54 HSS3X3X3/I 6 OK Axial-Bendins 0.2076 AISCI4-LRFD LC4b 4 1600
55 HSS3X3X3/I6 OK Axial-Bendins 0.1442 AISCI4-LRFD LC3e 0.0000
56 HSS3X3X3/16 OK Axial-Bendins 0.1480 AISCI4-LRFD LC6b 4.1 600
59 HSS3X5X3/I6 OK Axial-Rendins 0.0687 AISCl4J,RFD I,C3C 4.1'100
60 HSS3X5X3/I6 OK Axial-Bending 0.0906 AISC'I4-I,RFD I,C3h 4 1600
61 HSS3X3X3/16 OK Axial-Bendine 0.1524 AISCI4-I,RFD I,Clh 2.2500
62 HSS3X3X3/I 6 OK Axial-Bending 0.1 935 AISCI4-LRFD LC4b 0 0000
63 HS53X3X3/I6 OK Axial-Bendins 0.132s AISCl4-LRFD LC4b 2.s000
64 HSS3X3X3/16 OK Axial-Bendins 0.0953 AISC14-LRFD LC4b 2.2500
65 HSS3X3X3/I6 OK Axial-Bendins 01913 AISCI4-LRFD LC4b 0.0000
66 HSS3X3X3/I6 OK Axial-Bendins 0. I 536 AISCI4.I,RFD I,C4b 2.5000
6'1 HS53X3X3/I 6 OK Axial-Bendine o 1242 AISCI4-I,RFD I,C4h 2.2s00
68 HSS3X3X3/l 6 OK Axial-Bendine 0. I 650 AISCI4-LRFD LC3e 22500
Steef Check Report for CAERUS AIR SKID PAqe z/ J
69 HSS3X3X3/16 OK Axial-Bendine 0.1962 AISCI4-LRFD LC3h I .1 700
70 HSS3X3X3/I6 OK Axial-Bendins 0. l86l AISCI4.LRFD LC6b 0.0000
71 HS53X3X3/I6 OK Axial-Bendins 0. l36l AISCI4-LRFD LC4b 0,0000
72 HSS3X3X3/I6 OK Axial-Bendins 0.1344 AISCI4-LRFD LC4b 2.2500
HS53X3X3/l 6 OK Axial-Bendins 0,1 173 AISCI4-LRFD LC4b 22s00
74 HS53X3X1/r 6 OK Axial-Bendins 0 1343 AISCI4I,RFD I,C3C 0.0000
't5 HSS3X3X3/I6 OK Axial-Rendins 0 1656 AISCI4-LRFD LC4b 4. l 600
76 HS53X3X3/16 OK Axial-Bendins o 1524 AISCl4-LRFD LC3e 0.0000
11 HSS3X3X3/16 OK Axial-Bendine 0.175"Ì AISCI4.LRFD LC4b 4.r600
78 HS53X3X3/16 OK Axial-Bendine 0.1551 AISCI4-LRFD LC3e 0.0000
79 HSS3X3X3/I6 OK Axial-Bendine 0. l 193 AISCI4-LRFD LC6b 4.1600
82 HSS3X5X3/I6 OK Axial-Bendins 0.0687 AÌSCI4-LRFD LC3e 0.0000
83 HSS3X5X3/I6 OK Axial-Bendins 0.0827 AISCI4-LRFD LC3h 4 1600
84 HS53X3X3/t6 OK Axial-Rendins 0.1429 AISCI4-I,RFD I,C3C 2.2500
85 w8x31 OK Axial-Rendins o.0722 AISCI4-I,RFD I,C3C 2 0000
8ó w8x31 OK Shear Y o 0727 AISCI4-LRFD LC3b 0 0000
87 w8x31 OK Arial-Bendine 0 06t6 AISCI4-LRFD LC2b 0.0000
88 w8x31 OK Axial-Bendine 0 0709 AISCI4-LRFD LC3e 0.0000
90 HSS3X3X3/16 OK Axial-Bendine 0.0863 AISC14.LRFD LC6b 2.s000
9l HSS3X3X3/16 OK Axial-Bendins 0.0822 AISCl4-LRFD LC3e 2.2500
92 HS53X3X3/16 OK Axial-Bendins 0. I 896 AISCI4-LRFD I,C3h 2.2500
99 w8x3l OK Axial-Bendins 0 0341 AISCI4-I-RFD I,C4h 2.4000
t00 w8x3l OK Shear Y 0.o376 AISCI4-I.RFD I,C3h 2 0000
l0l HSS3X3X3/I6 OK Axial-Bendine 0.1326 AISCI4-LRFD LC6b 0.0000
t02 HSS3X3X3/I6 OK Axial-Bendine 0.0699 AISCI4-LRFD LC4b 0.0000
103 HSS3X3X3/I6 OK Axial-Bendine 0.0854 AISCl4-LRFD LC3e 2.2500
104 HSS3X3X3/I6 OK Axial-Bendins 0.1 850 AISCl4-LRFD LC3e 2 2s00
I 13 HSS3X3X3/I6 OK Axial-Bendins 0. l s99 AISC14-LRFD LC4b 0.0000
fi4 HSS3X3X3/l 6 OK Axial-Bendins 0.1010 AISCI4-LRFD LC6a 2.s000
lt5 HSS3X3X3/l 6 OK Live I)eflection X 0 0s60 AISCI4-I,RF'D I,C6h 1.1250
il6 HS53X3X3/16 OK Axial-Bendins 0. I 021 AISCI4-],RFD I,C6h 0 0000
125 HSS3X3X3/16 OK Axial-Bendine 0 t07t AISCI4-LRFD LC6b 0.0000
126 HSS3X3X3/16 OK Axial-Bendins o t26R AISCI4.LRFD LC6b 2.5000
r27 HSS3X3X3/16 OK Axial-Bendine 0.1273 AISCI4-LRFD LC4b 0.0000
128 HSS3X3X3/16 OK Axial-Bendins 0. I 052 AISCI4.LRFD LC3h 0.4200
137 HS53X3X3/l 6 OK Axial-Bendins 0.0924 AISCI4-LRFD LC4a 2.0000
138 w8x3t OK Axial-Bendins 0.0616 AISCI4-LRFD LC2b 4.0000
139 wSxil OK Axial-Rendins 0.0634 AISCI4-I,RFD I,C4h 2 0000
140 tv8x31 OK Axial-Bendins 0 0203 AISCI4-I,RFD I,C4h 0 0000
t41 w8x31 OK Axial-Rendins 0 02st AISCI4-LRFD LC3e 1.5000
142 w8x31 OK ,dxial-Bendine 0.0232 AISCI4.LRFD LC3h 0.0000
143 w8x31 OK Axial-Bendine 0.0227 AISCI4.LRFD LC4b 2.8300
144 HS53X3X3/16 OK Axial-Bendins 0. I 099 AISCI4-LRFD LC6b 0.0000
145 HSS3X3X3/I6 OK Axial-Bendins 0.1077 AISC14-LRFD LC6b 0.0000
146 HSS3X3X3/16 OK Axial-Bendins 0. I 075 AISCI4-LRFD LC3h 0.0000
147 HSSiXiX3/16 OK Axial-Rendins 0.0459 AISC'I4-I,RFD I,C6h 0 0000
148 HSS3X3X3/I6 OK T.ive Deflection X o 0763 AISCI4-LRFD LC3e 3.0000
t49 HSS3X3X3/16 OK Live Deflection X 0.0996 A|SCl4-LRFD I-C3e 3.0000
150 HS53X3X3/I6 OK Axial-Bendins 0.0752 AISCI4-LRFD LC4a 4.0000
lsl HSS3X3X3/l 6 OK Axial-Bendins 0.0694 AISCI4.LRFD LC4b 4.0000
ts2 HSS3X3X3/16 OK Axial-Bendins 0.08s5 AISCI4.LRFD LC3b 4.0000
ls3 HSS3X3X3/16 OK Axial-Bendins 0 l384 AISCI4.LRFD I,C6A 0.0000
154 HS53X3X3/16 OK Axial-Rendins o.1295 AISCI4I,RFD I,C6A 0 0000
155 HS53X3X3/I6 OK Axial-Bendine 0 il34 AISCl4-LRFD LC6b 0.0000
156 HS53X3X3/I6 OK Axial-Bendins 0.1276 AISCI4-LRFD LC4a 4.0000
t57 HS53X3X3/16 OK Axial-Bendine 0. r 690 AISCI4-LRFD LC4a 4.0000
ts8 HSS3X3X3/I 6 OK Axial-Bendins 0. I 373 AISCI4-LRFD LC4b 4.0000
t5s HSS3X3X3/t 6 OK Axial-Bendins 0.1432 AISCI4-LRFD LC3e 1.8300
160 HS53X3X3/I6 OK Axial-Rendins 0. I 703 AISCI4J,RFD I,C3C I 8300
l6r HSS3X3X3/t 6 OK Live Deflection X 0 2080 AISCI4-LRFD LC4a 3.0000
162 HSS3X5X3/16 OK Axial-Bendins 0 0628 AISCI4-LRFD LC3b 4.0000
163 HSS3X5X3/t6 OK Live Deflection Y 0.0503 AISC14-LRFD LC3e 3.0000
164 HS53XSX3/16 OK Axial-Bendins 0.0639 AISCI4-LRFD LC3b 0.0000
l6s HSS3X5X3/1 6 OK Axial-Bendins 0.0637 AISCI4-LRFD I,C3h 0 0000
166 HS53X5X3/16 OK T.ive l)eflection Y 0.0480 AISCI4-I,RFD I,C6h 3 0000
167 HS53X5X3/I6 OK Axial-Bendins 0 0ss3 AISCI4-LRFD LC3h 4.0000
168 HSS3X5X3/16 OK Axial-Bendine 0.0956 AISCI4.LRFD LC3h 4.0000
169 HSS3X5X3/I6 OK Live Deflection X 0.1 826 AISCl4.LRFD LC3h 3.0000
170 HSS3X5X3/I6 OK Axial-Bendins 0. l0l9 AISCI4-LRFD LC3h 0.0000
t7l HS33X3X3/I 6 OK Axial-Bendins 0.2427 AISCI4-LRFD LC3e 0 0000
112 HS53X3X3/I 6 OK Axial-Bendins 0 2124 AISCI4I,RFD I,C3C 0 0000
173 HS53X3X3/l 6 OK Axial-Rendins 0. I 878 AISCI4-LRFD LC3h 2 0000
D:\GTanite PeaK FabTication\GRANITE PEAK SHOP\BUILDINGS EOR MICHAEL\CAERUS AIR SKID 06/06/2022
Stee]. ChecK RepOTt fOT CAERUS AIR SKÏD Paqe 3/3
174 HSS3X3X3/I6 OK Axial-Bendins 0.1676 AISCI4-LRFD LC3h 0. I 610
175 HSS3X3X3/I6 OK Axial-Rendinp 0.2556 AISCI4-LRFD LC3e 0 0000
176 HSS3X3X3/16 OK Axial-Rending 02240 AISCI4J,RFD LC3C 0.0000
t7'7 HSS3X3X3/I6 ÕK Axial-Rendins 0.1 83 t AISCI4-LRFD LC3e 2.0000
178 HSS3X3X3/I6 OK Axial-Bendins o.1567 AISCI4J,RFD I,C3C 0. I 610
1'.79 HSS3X3X3/I6 OK Axial-Bendine 0. l 893 AISCI4-I,RFD I,C3h 0 0000
180 HSS3X3X3/I6 OK Axial-Bendins 0.0902 AISCl4-LRFD LC3e 0.0000
l8t HSS3X3X3/16 OK Axial-Bendins 0.1 065 AISCI4-LRFD LC3e 0.0000
t82 HSS3X3X3/16 OK Axial-Bendins 0.1 3 57 AISCl4.LRFD LC3b 2.0000
183 HSS3X3X3/I6 OK Axial-Bendins 0.1 195 AISCI4.LRFD LC3h 0.1610
184 HSS3X3X3/I6 OK Axia[-Bendins 0.1606 AISC14.LRFD LC3h 1.9200
185 HSS3X3X3/16 OK Axial-Rendins 0 1664 AISC14-LRFD LC3h 2.0000
186 HSS3X3X3/I6 OK Axial-Bending 0. l4t 3 AISCI4.I,RFD I,C3h 0.0000
187 HSS3X3X3/I6 OK Axial-Bendins 0.0664 AISCI4-I,RFD I,C3h 0.0000
192 HSS3X3X3/I6 OK Axial-Bending 0.0665 AISCl4-LRFD LC3h t.s200
193 HSS3X3X3/I6 OK Axial-Bendine 0.1 170 AISCl4.LRFD LC3h 2 0000
194 HSS3X3X3/I6 OK Axial-Bendine 0.1 049 AISCI4-LRFD LC3h 0. 1514
195 HS33X3X3/t 6 OK Axial-Bendins 0.1'739 AISCI4-LRFD LC3e 0 0000
200 HSS3X3X3/16 OK Axial-Bendins 0. I 535 AISCI4-LRFD LC3h 1.9200
201 HSS3X3X3/I6 OK Axial-Rendins 0 1s73 AISCI4-[-RFD LC3h 2.0000
202 HS53X3X3/I6 OK Axial-Bendins 0.1320 AISCI4.I,RFD I,C3h 0 0000
203 HSS3X3X3/I6 OK Axial-Bendine 0 0580 AISCI4-I,RFD I,C3h 0 0000
208 HS53X3X3/I6 OK Axial-Bendine 0 065i AISCI4-I,RFD I,CJh 1.9200
209 HSS3X3X3/I6 OK Axial-Bendine 0.1144 AISCI4-LR-FD LC3h 2.0000
2to HS53X3X3/I 6 OK Axial-Bendins 0. I 008 AISCI4.LRFD LC3h 0.1 5 r4
2tt c8x13.7 OK Axial-Bendins 0.3454 AISCI4-LRFD LC2a 4.0000
212 HS53X3X3/I6 OK Axial-Bendins 0.0770 AISCI4-LRF-D LC3h 4.0000
213 HS53X3X3/16 OK T,ive l)eflection Y 0 0794 AISCI4-LRFD LC3b 3.0000
214 HSS3X3X3/16 OK Axial-Rendins 0.0649 AISCI4.I,RFD I,C3h 0.0000
215 HSS3X3X3/I6 OK Axial-Bendine 0 0s43 AISCI4-I,RFD I,C3h 0.0000
2t6 HSS3X3X3/16 OK Live Deflection Y 0. I 669 AISCI4-I,RFD I,C3h 3.0000
217 HS53X3X3/16 OK Axial-Bendins 0.0929 AISCI4-LRFD LC3h 4 0000
218 HSS3X3X3/I6 OK Axial-Bendine 0.06s r AISCI4-LRFD LC3h 0 0000
219 HSS3X3X3/16 OK Live Deflection Y 0.2319 AISC14-LRFD LC3h 3.0000
220 HS53X3X3/16 OK Axial-Bendins 0.0682 AISCI4-LRFD LC3h 4.0000
221 HS53X3X3/16 ÕK Axial-Bendins 0.0833 AISCI4-LRFD LC3e 4.0000
222 HS53X3X3/I6 OK Live Deflection Y 0.0805 AISCI4.I,RFD I,C3b 3 0000
223 HS53X3X3/I6 OK Axial-Bendins 0 0768 AISCI4J,RFD I,C3C 0 0000
224 HS53X3X3/I6 OK Axial-Bendine 0 r0t9 AISCI4J,RFD I,C3C 0.0000
225 HS53X3X3/I6 OK Axial-Bendins 0. I 396 AISCI4-LRFD LC3e 2 0000
226 HSS3X3X3/I 6 OK Axial-Bendine 0.1167 AISCI4-LRFD LC3b 0. l6l0
227 HS53X3X3/I6 OK Axial-Bendins 0.0890 AISCI4-LRFD LC3e 0.0000
228 HS53X3X3/I6 ÕK Axial-Bendins 0.1279 AISCI4-LRFD LC3e 0.0000
229 HS53X3X3/I6 OK Live Deflection Y 0. r 648 AISCI4-I,RFD I,C3h 3.0000
230 HS53X3X3/I6 OK Axial-Bending o.1327 AISCI4-I,RFD I,C3C 4.0000
231 HSS3X3X3/I6 OK ,drial-Bendins 0 0829 AISCI4J,RFD I,C3C 0 0000
232 HSS3X3X3/I 6 OK Live Deflection Y 0.23 l8 AISCI4-LRFD LC3h 3 0000
233 HSS3X3X3/t 6 OK Axial-Bendins 0.0816 AISCI4-LRFD LC3e 4.0000
SELECTED LOAD COMBINATIONS
Load Combination Code Check Total Live Dependent Conditional
Default x x x
AISCI4-I,RFD I,CI x X X
AISCI4-LRFD LC2a x x
AISCI4-LRFD LC2b x x x
AISCI4-LRFD LC3a x x x
AISCI4-LRFD LC3b X x x
AISCI4.I,RFD LC3d x x X
AISCI4J,RFD I,C3C x X X
AISCI4-LRFD LC3e X X x
AISCI4-LRFD LC3h x X x
AISCI4-LRFD LC4a x x x
AISCI4-LRFD LC4b x x x
AISCI4-LRFD LC5a x x x
AISCI4-I,RFD I,C5h x x x
AISC14-LRFD LC6a x x X
AISCI4-LRFD LC6b x x x
AISCI4-LRFD LCTa x x x
AISC14-LRÞ-D LCTb X x x
D:\GTANiIC PCAK FAbTiCAIiON\GRANITE PEAK SHOP\BUILDINGS FOR M]CHAEL\CAERUS AIR SKID 06/06/2022
LIFT LUG3/8"TYP.DECK PL. TO BEAMrl4"3MITERCUTrl4"rl4"fYP.JOINTSFUI.I COPEu4'u4"TYP,AIlotNTs234WELD PROCEDURE NOTES:1. DECK PIATE TO BE WELDED TO SKID WÍH V4'4.16 STTTCH AROUND PERIMETERAND COI,¡TTNUOUS WELD ALONG SEAMS.2. DECK PTATE TO BE INSET FROM SKTD EDGE V4'AROUND PERIMETER OF sKID.3. WELD ALt DECK PLA'IE ON UNDEqgrqE OF SKID WITH 1/4" 4-16 STTTCH. (DFrÆL 4)4. SEAL WEI."D ALL CROSSMEMBERS TO MAIN SKID RUNNERS.5. CI*EAN ALL SLAG AND BTJCKSHOT FROM OTJTSIDE OF SKID.6. GRIND AI.l- FTANGE TO FTANGE WELDS, TOP AND BOTTOM FLUSH.7. TOP OF SKD W.F. BEAMS TO BE FIT FLUSH.8. ALL BEAMS TO BE RJIT COPE. (DETÆL 1)9. IOOO/O PEIETRATION REQ'D ON ALL FLANGE TO FLANGE WELDS. (DETÆL 3)10. ATI MIG WÊLDS ON SKID TO BE PERFORMED IN THE FLAT POSrIIONoojB€=.àdTSF-i-Nô.ÈøhNNI\f,ðÞE6"I0'{"3'{'5'-10'hrf4 3/4" TrP. AtI SIDESDECK PIATE I.AYOUTSCATE 1/4"=1'9'-0" -o0'-0"PLAN VIEWSCA|E 3/8"=1'!f€A)ELEVATION VIEW