HomeMy WebLinkAboutMOUNT STRUCTURAL ANALYSIS - 22-00725 - AT&T Cell Tower - Equipment UpgradeDate: August 29, 2022
Subject: Mount Structural Analysis Report
Trileaf Job Number: 706308
AT&T Mobility Site FA#: 10133809
Site ID#: IDL04328
Site Name: Rexburg_Steiner_Elevator
Pace No: MRUTH053859 / MRUTH053858
Site Data: 164 West 1-st Street North, Rexburg, ID, Madison County
Latitude: 43° 49' 42.80", Longitude: -111° 47' 19.00"
120-Foot-Tall Monopole
To whom it may concern:
Per your request, Trileaf has performed a structural analysis to determine the structural capacity of the existing
antenna platform mount installed at the above referenced tower for the addition of wireless telecommunication
appurtenances by AT&T Mobility. The analysis has been performed in accordance with the 2018 International
Building Code based upon an ultimate 3-second gust wind speed of 105 mph. Exposure Category C with a
Topographic Category 1 and Risk Category II were used in this analysis.
Upon reviewing the results of this analysis, it is our opinion that the existing antenna platform mount and its
connections meet the specified TIA code requirements. The existing antenna platform mount and its connections
are therefore deemed adequate to support the existing and proposed loading as listed in this report.
Mount Rating 61.2%
Connection Rating 50.4%
We at Trileaf appreciate the opportunity of providing our continuing professional services to AT&T Mobility and
Smartlink. If you have any questions or need further assistance on this or any other projects, please give us a call.
Sincerely,
Dmitriy Albul, P.E.
Project Engineer
Smartlink Trileaf Architecture & Engineering
1997 Annapolis Exchange Parkway, Suite 200 1821 Walden Office Square, Suite 500
Annapolis, MD 21401 Schaumburg, IL 60173
(801) 230-4877 (630) 227-0202
08-29-22
Client: Smartlink
Site Name: Rexburg_Steiner_Elevator
Page 2
CONTENTS
1.0 INTRODUCTION
2.0 ANALYSIS CRITERIA
3.0 PROPOSED AND EXISTING EQUIPMENT
4.0 ANALYSIS PROCEDURE
5.0 ANALYSIS RESULTS
6.0 ASSUMPTIONS AND LIMITATIONS
APPENDIX A PHOTOS AND RISA OUTPUT
APPENDIX B ADDITIONAL CALCULATIONS
Client: Smartlink
Site Name: Rexburg_Steiner_Elevator
Page 3
1.0 INTRODUCTION
The existing mount system consists of SitePro1 RMQP-4126 antenna platform mount with HRK12 support
rail kit attached to the monopole tower at 120.0-ft above ground level. The objective of this report is to
assess the existing and proposed installation of antennas and RRH units by AT&T Mobility on the existing
antenna platform mount. This report is limited to the analysis of the existing antenna platform mount only.
2.0 ANALYSIS CRITERIA
Building Code: 2018 International Building Code
TIA-222 Revision: TIA-222-H
Risk Category: II
Wind Speed: 105 mph
Exposure Category: C
Topographic Category: 1
Ice Thickness: 0.25 in
Wind Speed with Ice: 50 mph
Service Wind Speed: 30 mph
Seismic Loads: SS = 0.367; S1 = 0.143
3.0 PROPOSED AND EXISTING EQUIPMENT
Table 1 – Proposed and Existing Antenna and Cable Information
Mounting
Level (ft)
Center Line
Elevation
(ft)
Number
of
Antennas
Antenna
Manufacturer Antenna Model
Number
of Feed
Lines
Feed Line
Size(in)
118.0
121.0 3 Nokia AEQU+AEQK Stacked
4
2
6
1
1
#8 DC
Fiber
1-5/8’’ Coax
#6 DC
24 Pair Fiber
120.0
3 Commscope RV4PX310R-V2
3 Kathrein 80010992
3 Nokia AirScale Dual RRH 4T4R
B12/B14 320W AHLBA
3 Nokia AirScale Dual RRH 4T4R
B25/66 320W AHFIB
3 Alcatel
Lucent RRH4x25-WCS-4R
2 Raycap DC6-48-60-0-8C-EV
1 Raycap DC9-48-60-24-8C-EV-
DOME
Client: Smartlink
Site Name: Rexburg_Steiner_Elevator
Page 4
4.0 ANALYSIS PROCEDURE
Table 2 - Documents Provided
Resource Remarks
RF Design Sheet (Version 2.00) by AT&T Mobility (FA: 10133809),
dated July 25, 2022
Smartlink Scoping Notes #10133809
Existing
Loads
Site Visit Photos by Trileaf Architecture & Engineering, dated June 28, 2022
GeoStructural, Structural Analysis Report Revision 0, dated January 30, 2019
GeoStructural, Mount Analysis Report Revision 0, January 29, 2019
Construction Drawings by B Idaho Consulting LLC, dated May 02, 2018
Analysis Method
RISA-3D (Version 20.0.2), a commercially available structural analysis software package, was used to
create a three-dimensional model of the antenna mounting system and calculate member stresses for
various load cases. The mount connections were evaluated by custom developed Excel Tool. Selected
output from the analysis is included in Appendix A.
Assumptions
1) The antenna platform mounting system was properly fabricated, installed and maintained in
good condition in accordance with its original design and manufacturer's specifications.
2) The configuration of antennas, mounts, and other appurtenances are as specified in Tables 1
and 2 and the referenced drawings.
3) All member connections are assumed to have been designed to meet or exceed the load
carrying capacity of the connected member unless otherwise specified in this report.
Client: Smartlink
Site Name: Rexburg_Steiner_Elevator
Page 5
5.0 ANALYSIS RESULTS
Table 3 – Structure Usage
Component Type % Capacity Pass/Fail
Arm 61.2% Pass
Cross Arm 13.8% Pass
Frame Rail 19.4% Pass
Angle 16.2% Pass
Handrail 49.3% Pass
Mount Pipe 60.5% Pass
Plate 21.8% Pass
Plate 2 32.2% Pass
Corners 39.1% Pass
Plate 3 6.3% Pass
Bolt Connections 50.4% Pass
Summary
61.2% Pass
Notes:
1) See additional documentation in “Appendix B - Additional Calculations” for calculations supporting the % capacity.
Recommendations:
The mount system has sufficient capacity to carry the existing and proposed load configuration. No
modifications are required at this time.
Client: Smartlink
Site Name: Rexburg_Steiner_Elevator
Page 6
6.0 ASSUMPTIONS AND LIMITATIONS
Our structural calculations are completed assuming all information provided to Trileaf is accurate and
applicable to this site. For the purposes of calculations, we assume an overall structure condition of “like
new” and all members and connections to be free of corrosion and/or structural defects. Trileaf will accept
no liability which may arise due to any existing deficiency in design, material, fabrication, erection,
construction, etc. or lack of maintenance. Contractor should inspect the condition of the existing structure,
mounts and connections and notify Trileaf for any discrepancies and deficiencies before proceeding with
the construction.
The analysis results presented in this report are only applicable for the previously mentioned existing and
proposed loading. Any deviation of the existing or proposed equipment and placement will require Trileaf
to generate an additional structural analysis.
Client: Smartlink
Site Name: Rexburg_Steiner_Elevator
Page 7
APPENDIX A: PHOTOS AND RISA-3D OUTPUT
Da
t
e
:
8/
2
9
/
2
0
2
2
Si
t
e
N
a
m
e
:
Re
x
b
u
r
g
_
S
t
e
i
n
e
r
_
E
l
e
v
a
t
o
r
C
Pr
o
j
e
c
t
E
n
g
i
n
e
e
r
:
DV
A
II
Pr
o
j
e
c
t
N
o
:
70
6
3
0
8
48
6
7
.
8
f
t
Cu
s
t
o
m
e
r
:
Tr
i
l
e
a
f
10
5
m
p
h
Ca
r
r
i
e
r
:
AT
&
T
M
o
b
i
l
i
t
y
10
5
m
p
h
0.
2
5
i
n
Bu
i
l
d
i
n
g
C
o
d
e
:
20
1
8
50
.
0
m
p
h
0.
2
4
i
n
TI
A
S
t
a
n
d
a
r
d
:
H
2
Mo
u
n
t
T
y
p
e
:
Pl
a
t
f
o
r
m
1
Mo
u
n
t
E
x
i
s
t
i
n
g
?
Ex
i
s
t
i
n
g
0.
0
0
Mo
u
n
t
C
e
n
t
e
r
l
i
n
e
:
12
0
f
t
0.
0
0
ft
Su
p
e
r
s
t
r
u
c
t
u
r
e
H
e
i
g
h
t
:
12
0
f
t
0.
0
0
ft
St
r
u
c
t
u
r
e
T
y
p
e
:
To
w
e
r
0.
0
0
ft
Ye
s
Gh
:
1.
0
0
0
D
(
D
e
f
a
u
l
t
)
K
zm
i
n
:
0.
8
5
0
0.
3
6
7
0
K
Z
:
1.
3
1
5
0.
1
4
3
0
K
d
:
0.
9
5
0
0.
3
6
8
0
K
zt
:1
.
0
0
0
0.
2
2
0
0
1.
5
0
7
0
Ke
:
0.
8
3
8
2.
3
1
5
0
Ka
:
0.
9
0
0
0.
1
8
4
0
Ke
s
W
i
n
d
0.
9
5
0
0.
0
3
0
0
Ke
s
I
c
e
0.
8
5
0
1.
0
0
2.
5
0
I
i
c
e
:
1.
0
0
0
1.
0
0
q
z
:
29
.
5
7
p
s
f
30
m
p
h
Su
r
f
a
c
e
W
i
n
d
P
r
e
s
s
u
r
e
:
0.
0
0
p
s
f
50
0
l
b
25
0
l
b
Ta
b
l
e
1
.
E
q
u
i
p
m
e
n
t
S
p
e
c
i
f
i
c
a
t
i
o
n
s
a
n
d
W
i
n
d
P
r
e
s
s
u
r
e
Ma
n
u
f
a
c
t
u
r
e
r
Mo
d
e
l
El
e
v
a
t
i
o
n
Pi
p
e
L
a
b
e
l
We
i
g
h
t
(
l
b
)
He
i
g
h
t
(
i
n
)
Wi
d
t
h
(
i
n
)
De
p
t
h
(
i
n
)
EP
A
N
EP
A
T
EP
A
N w/ ice EPA T w/ ice q z :q z ice :q z live :
NO
K
I
A
AE
Q
U
+
A
E
Q
K
12
1
9,
1
4
7
,
1
3
5
19
8
.
4
0
59
.
0
0
17
.
1
9.
8
8.
7
5.
4
5
9 5.72 29.62 6.72 2.42
CO
M
M
S
C
O
P
E
RV
4
P
X
3
1
0
R
-
V
2
12
0
15
,
1
4
3
,
1
3
1
86
.
0
0
99
.
7
13
.
7
8.
2
0
13
.
3
7
8.
9
2
13.84 9.37 29.57 6.70 2.41
KA
T
H
R
E
I
N
80
0
1
0
9
9
2
12
0
6,
1
4
5
,
1
3
3
14
4
.
4
0
10
5
.
2
0
20
.
0
0
6.
9
0
19
.
3
3
8.
4
4
19.82 8.91 29.57 6.70 2.41
NO
K
I
A
Ai
r
S
c
a
l
e
D
u
a
l
R
R
H
4
T
4
R
B
1
2
/
1
4
3
2
0
W
A
H
L
B
A
12
0
10
7
,
1
0
2
,
1
1
1
10
1
.
4
0
28
.
7
15
.
3
5
9.
4
5
3.
5
9
2.
3
1
3.76 2.45 29.57 6.70 2.41
NO
K
I
A
Ai
r
S
c
a
l
e
D
u
a
l
R
R
H
4
T
4
R
B
2
5
/
6
6
3
2
0
W
A
H
F
I
B
12
0
10
7
,
1
0
2
,
1
1
1
66
.
1
0
22
12
.
1
5.
9
2.
1
6
1.
1
3
2.3 1.24 29.57 6.70 2.41
AL
C
A
T
E
L
L
U
C
E
N
T
RR
H
4
X
2
5
-
W
C
S
-
4
R
12
0
10
9
,
1
0
5
,
1
0
3
70
31
.
5
12
8.
7
3.
1
6
2.
3
8
3.33 2.54 29.57 6.70 2.41
RA
Y
C
A
P
DC
6
-
4
8
-
6
0
-
0
-
8
C
-
E
V
12
0
10
7
,
1
0
2
26
.
2
31
.
4
1
10
.
2
4
18
.
2
8
1.
1
4
1.
9
2
1.55 2 29.57 6.70 2.41
RA
Y
C
A
P
DC
9
-
4
8
-
6
0
-
2
4
-
8
C
-
E
V
-
D
O
M
E
12
0
10
3
28
.
7
31
.
4
10
.
2
4
18
.
2
8
1.
1
4
1.
9
2
1.55 2 29.57 6.70 2.41
Ta
b
l
e
2
.
E
q
u
i
p
m
e
n
t
W
i
n
d
a
n
d
S
e
i
s
m
i
c
L
o
a
d
s
0
d
e
g
90
d
e
g
0
d
e
g
90
d
e
g
Ic
e
W
e
i
g
h
t
0
d
e
g
90
d
e
g
NO
K
I
A
AE
Q
U
+
A
E
Q
K
22
0
13
8
52
33
30
19
12
36
.
5
CO
M
M
S
C
O
P
E
RV
4
P
X
3
1
0
R
-
V
2
33
8
22
6
79
54
41
29
19
15
.
8
KA
T
H
R
E
I
N
80
0
1
0
9
9
2
48
9
21
3
11
4
51
57
42
18
26
.
6
NO
K
I
A
Ai
r
S
c
a
l
e
D
u
a
l
R
R
H
4
T
4
R
B
1
2
/
1
4
3
2
0
W
A
H
L
B
A
91
58
22
14
13
8
5
18
.
7
NO
K
I
A
Ai
r
S
c
a
l
e
D
u
a
l
R
R
H
4
T
4
R
B
2
5
/
6
6
3
2
0
W
A
H
F
I
B
55
29
13
7
8
5
2
12
.
2
AL
C
A
T
E
L
L
U
C
E
N
T
RR
H
4
X
2
5
-
W
C
S
-
4
R
80
60
19
15
12
7
5
12
.
9
RA
Y
C
A
P
DC
6
-
4
8
-
6
0
-
0
-
8
C
-
E
V
29
49
9
11
17
2
4
4.
8
RA
Y
C
A
P
DC
9
-
4
8
-
6
0
-
2
4
-
8
C
-
E
V
-
D
O
M
E
29
49
9
11
17
2
4
5.
3
Ta
b
l
e
3
.
1
.
H
o
t
R
o
l
l
e
d
M
e
m
b
e
r
C
a
p
a
c
i
t
i
e
s
Me
m
b
e
r
N
a
m
e
M
e
m
b
e
r
S
h
a
p
e
Wi
n
d
l
o
a
d
(p
l
f
)
Wi
n
d
L
o
a
d
I
c
e
(
p
l
f
)
We
i
g
h
t
I
c
e
(p
l
f
)
Be
n
d
i
n
g
C
h
e
c
k
S
h
e
a
r
C
h
e
c
k
To
t
a
l
Ca
p
a
c
i
t
y
Co
n
t
r
o
l
l
i
n
g
Ca
p
a
c
i
t
y
Ar
m
H
S
S
4
X
4
X
4
1
8
.
7
2
3
.
8
0
0
.
1
1
6
1
%
20
%
6
1
%
Cr
o
s
s
A
r
m
H
S
S
4
X
4
X
4
1
8
.
7
2
3
.
8
0
0
.
1
1
1
4
%
4%
1
4
%
Fr
a
m
e
R
a
i
l
P
I
P
E
_
3
.
0
9
.
8
3
1
.
9
9
0
.
1
0
1
9
%
14
%
1
9
%
An
g
l
e
L
2
X
2
X
3
9
.
3
6
1
.
9
0
0
.
0
6
1
6
%
1%
1
6
%
Ha
n
d
r
a
i
l
P
I
P
E
_
2
.
0
6
.
6
7
1
.
3
5
0
.
0
7
4
9
%
31
%
4
9
%
Mo
u
n
t
P
i
p
e
P
I
P
E
_
2
.
0
6
.
6
7
1
.
3
5
0
.
0
7
6
1
%
21
%
6
1
%
Pl
a
t
e
6
"
X
0
.
5
"
P
L
A
T
E
2
8
.
0
9
5
.
7
0
0
.
1
6
2
2
%
12
%
2
2
%
Pl
a
t
e
2
6"
X
0
.
3
7
5
"
P
L
A
T
E
2
8
.
0
9
5
.
7
0
0
.
1
6
3
1
%
32
%
3
2
%
Co
r
n
e
r
s
L
2
.
5
X
2
.
5
X
4
1
1
.
7
0
2
.
3
7
0
.
0
8
3
9
%
20
%
3
9
%
Pl
a
t
e
3
6
"
X
0
.
3
7
5
"
P
L
A
T
E
2
8
.
0
9
5
.
7
0
0
.
1
6
3
8
%
7%
6%
Sl
o
p
e
D
i
s
t
a
n
c
e
(
L
)
:
Di
s
t
a
n
c
e
f
r
o
m
C
r
e
s
t
(
x
)
:
Wi
n
d
L
o
a
d
S
e
r
v
i
c
e
C
a
s
e
(
F
A ),
Se
i
s
m
i
c
Lo
a
d
,
l
b
Se
r
v
i
c
e
W
i
n
d
:
Lm
(
m
a
n
l
i
v
e
l
o
a
d
)
=
Lv
(
m
a
n
l
i
v
e
l
o
a
d
)
=
Ic
e
T
h
i
c
k
n
e
s
s
:
Ic
e
W
i
n
d
S
p
e
e
d
:
To
p
o
g
r
a
p
h
i
c
M
e
t
h
o
d
:
Si
t
e
I
n
f
o
r
m
a
t
i
o
n
Cr
e
s
t
H
e
i
g
h
t
(
H
)
:
Am
p
l
i
f
i
c
a
t
i
o
n
F
a
c
t
o
r
(
a
p
)
:
Ex
p
o
s
u
r
e
C
a
t
e
g
o
r
y
:
Ri
s
k
C
a
t
e
g
o
r
y
:
Gr
o
u
n
d
E
l
e
v
a
t
i
o
n
Ul
t
i
m
a
t
e
W
i
n
d
S
p
e
e
d
:
De
s
i
g
n
W
i
n
d
S
p
e
e
d
:
To
p
o
g
r
a
p
h
i
c
C
a
t
e
g
o
r
y
:
Cs
Sh
o
r
t
-
P
e
r
i
o
d
C
o
e
f
f
.
(
F
a
)
:
Ov
e
r
s
t
r
e
n
g
t
h
(
Ω o)
:
Re
s
p
o
n
s
e
M
o
d
.
(
R
p
)
:
Wi
n
d
L
o
a
d
(
F
A ),
l
b
Mo
d
e
l
Ma
n
u
f
a
c
t
u
r
e
r
1-
S
e
c
o
n
d
D
e
s
i
g
n
(
S
D
1
)
:
Wi
n
d
L
o
a
d
I
c
e
C
a
s
e
(
F
A ),
l
b
Cs
m
i
n
Fa
c
t
o
r
s
Ru
n
S
e
i
s
m
i
c
?
Si
t
e
S
o
i
l
:
Sh
o
r
t
-
P
e
r
i
o
d
A
c
c
e
l
.
(
S
s
)
:
1-
S
e
c
o
n
d
A
c
c
e
l
.
(
S
1
)
:
To
p
o
g
r
a
p
h
i
c
F
e
a
t
u
r
e
:
61
%
Es
c
a
l
a
t
e
d
I
c
e
T
h
i
c
k
n
e
s
s
:
1-
S
e
c
o
n
d
C
o
e
f
f
.
(
F
v
)
:
Sh
o
r
t
-
P
e
r
i
o
d
D
e
s
i
g
n
(
S
D
S
)
:
Trileaf
DVA
706308
Rexburg_Steiner_Elevator
Platform Mout Model
SK-1
Aug 25, 2022
Rexburg_Steiner_Elevator.r3d
Trileaf
DVA
706308
Rexburg_Steiner_Elevator
Node Labels
SK-2
Aug 25, 2022
Rexburg_Steiner_Elevator.r3d
Trileaf
DVA
706308
Rexburg_Steiner_Elevator
Member Labels
SK-3
Aug 25, 2022
Rexburg_Steiner_Elevator.r3d
Trileaf
DVA
706308
Rexburg_Steiner_Elevator
Member Shapes
SK-4
Aug 25, 2022
Rexburg_Steiner_Elevator.r3d
Trileaf
DVA
706308
Rexburg_Steiner_Elevator
Member Lengths
SK-5
Aug 25, 2022
Rexburg_Steiner_Elevator.r3d
Trileaf
DVA
706308
Rexburg_Steiner_Elevator
Cotrolling Load Combination
SK-6
Aug 25, 2022
Rexburg_Steiner_Elevator.r3d
Trileaf
DVA
706308
Rexburg_Steiner_Elevator
Member Bending Check
SK-7
Aug 25, 2022
Rexburg_Steiner_Elevator.r3d
Trileaf
DVA
706308
Rexburg_Steiner_Elevator
Member Shear Check
SK-8
Aug 25, 2022
Rexburg_Steiner_Elevator.r3d
&RPSDQ\
'HVLJQHU
-RE1XPEHU
0RGHO1DPH
7ULOHDI
'9$
5H[EXUJB6WHLQHUB(OHYDWRU
&KHFNHG%\ BBBBBBBBBB
30
5,6$'9HUVLRQ >5H[EXUJB6WHLQHUB(OHYDWRUUG@ 3DJH
Model Settings
6ROXWLRQ
0HPEHUV
1XPEHURI5HSRUWHG6HFWLRQV
1XPEHURI,QWHUQDO6HFWLRQV
0HPEHU$UHD/RDG0HVK6L]H LQ
&RQVLGHU6KHDU'HIRUPDWLRQ <HV
&RQVLGHU7RUVLRQDO:DUSLQJ <HV
:DOO3DQHOV
$SSUR[LPDWH0HVK6L]H LQ
7UDQVIHU)RUFHV%HWZHHQ,QWHUVHFWLQJ:RRG:DOOV <HV
,QFUHDVH:RRG:DOO1DLOLQJ&DSDFLW\IRU:LQG/RDGV <HV
,QFOXGH3'HOWDIRU:DOOV <HV
2SWLPL]H0DVRQU\DQG:RRG:DOOV <HV
0D[LPXP1XPEHURI,WHUDWLRQV
3URFHVVRU&RUH8WLOL]DWLRQ
6LQJOH 1R
0XOWLSOH 2SWLPXP <HV
0D[LPXP 1R
$[LV
9HUWLFDO*OREDO$[LV
*OREDO$[LVFRUUHVSRQGLQJWRYHUWLFDOGLUHFWLRQ <
&RQYHUW([LVWLQJ'DWD <HV
'HIDXOW0HPEHU2ULHQWDWLRQ
'HIDXOW*OREDO3ODQHIRU]D[LV ;=
3ODWH$[LV
3ODWH/RFDO$[LV2ULHQWDWLRQ 1RGDO
&RGHV
+RW5ROOHG6WHHO $,6&WK /5)'
6WLIIQHVV$GMXVWPHQW <HV ,WHUDWLYH
1RWLRQDO$QQH[1RQH
&RQQHFWLRQV $,6&WK /5)'
&ROG)RUPHG6WHHO $,6,6 /5)'
6WLIIQHVV$GMXVWPHQW <HV ,WHUDWLYH
:RRG $:&1'6 /5)'
7HPSHUDWXUH )
&RQFUHWH $&,
0DVRQU\706 6WUHQJWK
$OXPLQXP $$$'0 /5)'
6WUXFWXUH7\SH %XLOGLQJ
6WLIIQHVV$GMXVWPHQW <HV ,WHUDWLYH
6WDLQOHVV $,6&WK /5)'
6WLIIQHVV$GMXVWPHQW <HV ,WHUDWLYH
&RQFUHWH
&RPSUHVVLRQ6WUHVV%ORFN 5HFWDQJXODU6WUHVV%ORFN
$QDO\]HXVLQJ&UDFNHG6HFWLRQV <HV
/HDYHURRPIRUKRUL]RQWDOUHEDUVSOLFHV
GEDUVSDFLQJ <HV
&RPSDQ\
'HVLJQHU
-RE1XPEHU
0RGHO1DPH
7ULOHDI
'9$
5H[EXUJB6WHLQHUB(OHYDWRU
&KHFNHG%\ BBBBBBBBBB
30
5,6$'9HUVLRQ >5H[EXUJB6WHLQHUB(OHYDWRUUG@ 3DJH
Model Settings (Continued)
/LVWIRUFHVZKLFKZHUHLJQRUHGIRUGHVLJQLQWKH'HWDLO5HSRUW <HV
5HEDU
&ROXPQ0LQ6WHHO
&ROXPQ0D[6WHHO
5HEDU0DWHULDO6SHF $670$
:DUQLIEHDPFROXPQIUDPLQJDUUDQJHPHQWLVQRWXQGHUVWRRG 1R
6KHDU5HLQIRUFHPHQW
1XPEHURI6KHDU5HJLRQV
5HJLRQ 6SDFLQJ,QFUHDVH,QFUHPHQW LQ
6HLVPLF
5,6$'6HLVPLF/RDG2SWLRQV
&RGH $6&(
5LVN&DWHJRU\,RU,,
'ULIW&DW 2WKHU
%DVH(OHYDWLRQ IW
,QFOXGHWKHZHLJKWRIWKHVWUXFWXUHLQEDVHVKHDUFDOFV <HV
6LWH3DUDPHWHUV
6 J
6' J
6'6 J
7/ VHF
6WUXFWXUH&KDUDFWHULVWLFV
7= VHF
7; VHF
&W=
&W;
&W([S=
&W([S;
5=
5;
ȍ=
ȍ;
&G=
&G;
ȡ=
ȡ;
&RPSDQ\
'HVLJQHU
-RE1XPEHU
0RGHO1DPH
7ULOHDI
'9$
5H[EXUJB6WHLQHUB(OHYDWRU
&KHFNHG%\ BBBBBBBBBB
30
5,6$'9HUVLRQ >5H[EXUJB6WHLQHUB(OHYDWRUUG@ 3DJH
Member Primary Data
/DEHO ,1RGH -1RGH 5RWDWH GHJ 6HFWLRQ6KDSH 7\SH 'HVLJQ/LVW 0DWHULDO 'HVLJQ5XOH
011)UDPH5DLO %HDP 3LSH $*U%7\SLFDO
011+DQGUDLO +%UDFH 3LSH $*U%7\SLFDO
0110RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
01 1 5,*,'1RQH 1RQH 5,*,'7\SLFDO
0110RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0 1 10RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0113ODWH%HDP %$5 $*U7\SLFDO
0113ODWH%HDP %$5 $*U7\SLFDO
011 &RUQHUV %HDP 6LQJOH$QJOH $*U7\SLFDO
0110RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
01 1)UDPH5DLO %HDP 3LSH $*U%7\SLFDO
0 11+DQGUDLO +%UDFH 3LSH $*U%7\SLFDO
011)UDPH5DLO %HDP 3LSH $*U%7\SLFDO
011+DQGUDLO +%UDFH 3LSH $*U%7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
01 13ODWH%HDP %$5 $*U7\SLFDO
0113ODWH%HDP %$5 $*U7\SLFDO
011 &RUQHUV %HDP 6LQJOH$QJOH $*U7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0 113ODWH%HDP %$5 $*U7\SLFDO
011 3ODWH%HDP %$5 $*U7\SLFDO
011 &RUQHUV %HDP 6LQJOH$QJOH $*U7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0 115,*,'1RQH 1RQH 5,*,'7\SLFDO
01 1$UP %HDP 7XEH $*U7\SLFDO
01 1&URVV$UP %HDP 7XEH $*U7\SLFDO
01 1&URVV$UP %HDP 7XEH $*U7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
011 5,*,'1RQH 1RQH 5,*,'7\SLFDO
011 5,*,'1RQH 1RQH 5,*,'7\SLFDO
011 $QJOH %HDP 6LQJOH$QJOH $*U7\SLFDO
01 1$QJOH %HDP 6LQJOH$QJOH $*U7\SLFDO
0 113ODWH %HDP %$5 $*U7\SLFDO
011 3ODWH %HDP %$5 $*U7\SLFDO
01 13ODWH%HDP %$5 $*U7\SLFDO
0113ODWH%HDP %$5 $*U7\SLFDO
01 13ODWH%HDP %$5 $*U7\SLFDO
0113ODWH%HDP %$5 $*U7\SLFDO
011 5,*,'1RQH 1RQH 5,*,'7\SLFDO
&RPSDQ\
'HVLJQHU
-RE1XPEHU
0RGHO1DPH
7ULOHDI
'9$
5H[EXUJB6WHLQHUB(OHYDWRU
&KHFNHG%\ BBBBBBBBBB
30
5,6$'9HUVLRQ >5H[EXUJB6WHLQHUB(OHYDWRUUG@ 3DJH
Member Primary Data (Continued)
/DEHO ,1RGH -1RGH 5RWDWH GHJ 6HFWLRQ6KDSH 7\SH 'HVLJQ/LVW 0DWHULDO 'HVLJQ5XOH
0113ODWH %HDP %$5 $*U7\SLFDO
011 5,*,'1RQH 1RQH 5,*,'7\SLFDO
011 5,*,'1RQH 1RQH 5,*,'7\SLFDO
0 115,*,'1RQH 1RQH 5,*,'7\SLFDO
011$QJOH %HDP 6LQJOH$QJOH $*U7\SLFDO
011$UP %HDP 7XEH $*U7\SLFDO
0113ODWH%HDP %$5 $*U7\SLFDO
011&URVV$UP %HDP 7XEH $*U7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
011&URVV$UP %HDP 7XEH $*U7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
011$QJOH %HDP 6LQJOH$QJOH $*U7\SLFDO
0 113ODWH %HDP %$5 $*U7\SLFDO
0113ODWH %HDP %$5 $*U7\SLFDO
01 13ODWH%HDP %$5 $*U7\SLFDO
0113ODWH%HDP %$5 $*U7\SLFDO
0113ODWH%HDP %$5 $*U7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0113ODWH %HDP %$5 $*U7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
0 115,*,'1RQH 1RQH 5,*,'7\SLFDO
011$QJOH %HDP 6LQJOH$QJOH $*U7\SLFDO
011$UP %HDP 7XEH $*U7\SLFDO
0113ODWH%HDP %$5 $*U7\SLFDO
011&URVV$UP %HDP 7XEH $*U7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
011&URVV$UP %HDP 7XEH $*U7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
011$QJOH %HDP 6LQJOH$QJOH $*U7\SLFDO
0 113ODWH %HDP %$5 $*U7\SLFDO
0 113ODWH %HDP %$5 $*U7\SLFDO
0 1 13ODWH%HDP %$5 $*U7\SLFDO
0 113ODWH%HDP %$5 $*U7\SLFDO
0 113ODWH%HDP %$5 $*U7\SLFDO
0 115,*,'1RQH 1RQH 5,*,'7\SLFDO
0 113ODWH %HDP %$5 $*U7\SLFDO
0 115,*,'1RQH 1RQH 5,*,'7\SLFDO
0 115,*,'1RQH 1RQH 5,*,'7\SLFDO
0 1 15,*,'1RQH 1RQH 5,*,'7\SLFDO
0 115,*,'1RQH 1RQH 5,*,'7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
0110RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
0110RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0110RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
011 0RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0 1 1 0RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
&RPSDQ\
'HVLJQHU
-RE1XPEHU
0RGHO1DPH
7ULOHDI
'9$
5H[EXUJB6WHLQHUB(OHYDWRU
&KHFNHG%\ BBBBBBBBBB
30
5,6$'9HUVLRQ >5H[EXUJB6WHLQHUB(OHYDWRUUG@ 3DJH
Member Primary Data (Continued)
/DEHO ,1RGH -1RGH 5RWDWH GHJ 6HFWLRQ6KDSH 7\SH 'HVLJQ/LVW 0DWHULDO 'HVLJQ5XOH
0110RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
01 1 $UP %HDP 7XEH $*U7\SLFDO
01 1 $UP %HDP 7XEH $*U7\SLFDO
01 1 $UP %HDP 7XEH $*U7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0 1 1 5,*,'1RQH 1RQH 5,*,'7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0110RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
0 115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
011 0RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0110RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0110RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
011 5,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0 110RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
011 5,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0110RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0110RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
01 15,*,'1RQH 1RQH 5,*,'7\SLFDO
0110RXQW3LSH &ROXPQ 3LSH $*U%7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
0 115,*,'1RQH 1RQH 5,*,'7\SLFDO
0115,*,'1RQH 1RQH 5,*,'7\SLFDO
Material Take-Off
0DWHULDO 6L]H 3LHFHV /HQJWK>LQ@ :HLJKW>/%@
*HQHUDO0HPEHUV
5,*,'
7RWDO*HQHUDO
+RW5ROOHG6WHHO
$*U;3/$7(
$*U/;;
$*U/;;
$*U;3/$7(
$*U+66;;
$*U%3,3(B
$*U%3,3(B
&RPSDQ\
'HVLJQHU
-RE1XPEHU
0RGHO1DPH
7ULOHDI
'9$
5H[EXUJB6WHLQHUB(OHYDWRU
&KHFNHG%\ BBBBBBBBBB
30
5,6$'9HUVLRQ >5H[EXUJB6WHLQHUB(OHYDWRUUG@ 3DJH
Material Take-Off (Continued)
0DWHULDO 6L]H 3LHFHV /HQJWK>LQ@ :HLJKW>/%@
7RWDO+56WHHO
Basic Load Cases
%/&'HVFULSWLRQ &DWHJRU\ ;*UDYLW\ <*UDYLW\ =*UDYLW\ 3RLQW 'LVWULEXWHG $UHD 0HPEHU
6HOI:HLJKW '/
:LQG/RDG$=,:/;
:LQG/RDG$=,1RQH
:LQG/RDG$=,1RQH
:LQG/RDG$=, :/=
:LQG/RDG$=,1RQH
:LQG/RDG$=,1RQH
:LQG/RDG$=,1RQH
:LQG/RDG$=,1RQH
:LQG/RDG$=,1RQH
:LQG/RDG$=,1RQH
:LQG/RDG$=,1RQH
:LQG/RDG$=,1RQH
,FH:HLJKW 2/
,FH:LQG/RDG$=,2/
,FH:LQG/RDG$=,1RQH
,FH:LQG/RDG$=,1RQH
,FH:LQG/RDG$=, 2/
,FH:LQG/RDG$=,1RQH
,FH:LQG/RDG$=,1RQH
,FH:LQG/RDG$=,1RQH
,FH:LQG/RDG$=,1RQH
,FH:LQG/RDG$=,1RQH
,FH:LQG/RDG$=,1RQH
,FH:LQG/RDG$=,1RQH
,FH:LQG/RDG$=,1RQH
6HLVPLF/RDG;(/;
6HLVPLF/RDG=(/=
6HUYLFH/LYH/RDGV //
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG //
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
0DLQWHQDQFH/RDG//
%/&7UDQVLHQW$UHD/RDGV 1RQH
%/&7UDQVLHQW$UHD/RDGV 1RQH
%/& 7UDQVLHQW$UHD/RDGV 1RQH
&RPSDQ\
'HVLJQHU
-RE1XPEHU
0RGHO1DPH
7ULOHDI
'9$
5H[EXUJB6WHLQHUB(OHYDWRU
&KHFNHG%\ BBBBBBBBBB
30
5,6$'9HUVLRQ >5H[EXUJB6WHLQHUB(OHYDWRUUG@ 3DJH
Load Combinations
'HVFULSWLRQ 6ROYH 3'HOWD %/& )DFWRU %/& )DFWRU %/& )DFWRU
'/<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=, <HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=, <HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
'/:/$=,<HV <
''L <HV <
''L:L$=,<HV <
''L:L$=,<HV <
''L:L$=,<HV <
''L:L$=, <HV <
''L:L$=,<HV <
''L:L$=,<HV <
''L:L$=,<HV <
''L:L$=,<HV <
''L:L$=,<HV <
''L:L$=,<HV <
''L:L$=,<HV <
''L:L$=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=, <HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=, <HV <
6GV '/($=,<HV <
&RPSDQ\
'HVLJQHU
-RE1XPEHU
0RGHO1DPH
7ULOHDI
'9$
5H[EXUJB6WHLQHUB(OHYDWRU
&KHFNHG%\ BBBBBBBBBB
30
5,6$'9HUVLRQ >5H[EXUJB6WHLQHUB(OHYDWRUUG@ 3DJH
Load Combinations (Continued)
'HVFULSWLRQ 6ROYH 3'HOWD %/& )DFWRU %/& )DFWRU %/& )DFWRU
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
6GV '/($=,<HV <
'///6:/ PSK $=,<HV <
'///6:/ PSK $=,<HV <
'///6:/ PSK $=,<HV <
'///6:/ PSK $=, <HV <
'///6:/ PSK $=,<HV <
'///6:/ PSK $=,<HV <
'///6:/ PSK $=,<HV <
'///6:/ PSK $=,<HV <
'///6:/ PSK $=,<HV <
'///6:/ PSK $=,<HV <
'///6:/ PSK $=,<HV <
'///6:/ PSK $=,<HV <
Envelope Node Reactions
1RGH/DEHO ;>OE@ /& <>OE@ /& =>OE@ /& 0;>OELQ@ /& 0<>OELQ@ /& 0=>OELQ@ /&
1 PD[
PLQ
1 PD[
PLQ
1 PD[
PLQ
7RWDOV PD[
PLQ
Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks
0HPEHU 6KDSH &RGH&KHFN/RF>LQ@ /&6KHDU&KHFN/RF>LQ@'LU /&SKL
3QF>OE@SKL
3QW>OE@ SKL
0Q\\>OELQ@ SKL
0Q]]>OELQ@ &E (TQ
0+66;; \ +E
03,3(B +E
03,3(B +E
0+66;; \ +E
0+66;;\ +E
03,3(B +E
03,3(B +E
03,3(B +E
03,3(B +E
0 3,3(B +E
03,3(B +E
03,3(B +E
03,3(B +E
03,3(B +E
0 3,3(B +E
03,3(B +E
03,3(B +E
03,3(B +E
03,3(B +E
0 3,3(B +E
&RPSDQ\
'HVLJQHU
-RE1XPEHU
0RGHO1DPH
7ULOHDI
'9$
5H[EXUJB6WHLQHUB(OHYDWRU
&KHFNHG%\ BBBBBBBBBB
30
5,6$'9HUVLRQ >5H[EXUJB6WHLQHUB(OHYDWRUUG@ 3DJH
Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued)
0HPEHU 6KDSH &RGH&KHFN/RF>LQ@ /&6KHDU&KHFN/RF>LQ@'LU /&SKL
3QF>OE@SKL
3QW>OE@ SKL
0Q\\>OELQ@ SKL
0Q]]>OELQ@ &E (TQ
03,3(B +E
03,3(B +E
0/;; \ +
0/;; \ +
0/;; \ +
0;3/$7(] +E
0;3/$7(] +E
0;3/$7(] +E
0;3/$7( ] +E
0 ;3/$7( ] +E
0;3/$7( ] +E
03,3(B +E
0 3,3(B +E
0;3/$7( \ +E
0 ;3/$7( \ +E
0;3/$7( \ +E
0;3/$7(\ +E
0;3/$7(\ +E
0;3/$7( \ +E
0 ;3/$7(\ +E
0;3/$7(\ +E
0;3/$7(\ +E
0;3/$7(\ +E
0 ;3/$7(\ +E
0;3/$7(\ +E
0 ;3/$7(\ +E
0 ;3/$7(\ +E
0 ;3/$7(\ +E
03,3(B +E
03,3(B +E
03,3(B +E
0/;; \ +
0/;; \ +
0/;; \ +
0/;; \ +
0/;; \ +
0/;; \ +
0+66;;\ +E
0+66;;\ +E
0+66;;\ +E
0+66;;\ +E
0+66;; \ +E
0+66;;\ +E
0+66;; \ +E
0+66;; \ +E
0;3/$7(\ +E
0 ;3/$7(\ +E
0;3/$7(\ +E
0+66;; \ +E
0 ;3/$7(\ +E
0;3/$7(\ +E
0;3/$7(\ +E
Client: Smartlink
Site Name: Rexburg_Steiner_Elevator
Page 8
APPENDIX B: ADDITIONAL CALCULATIONS
%2/7&211(&7,21&$/&8/$7,21
%2/73523(57,(6
Date:
Site:Rexburg_Steiner_Elevator
Engineer:DVA
Project No:706308
Description:Connection Plate to Collar Mount
%ROW&DSDFLW\(TXDWLRQ 7,$+
&RQQHFWLRQ7\SH 6WHHO
%ROW6L]HG LQ
7KUHDGVSHU,QFKQ
6WHHO*UDGH $
%ROW8OWLPDWH7HQVLOH6WUHVV)X NVL
7KUHDGV([FOXVLRQ 1
6KHDU3ODQH
1HW%ROW&URVV6HFWLRQDO$UHD$Q LQ
*URVV%ROW&URVV6HFWLRQDO$UHD$J LQ
7HQVLOH6WHHO6WUHQJWK SHUEROW ij5QW OEV
6KHDU6WHHO6WUHQJWK SHUEROW ij5QY OEV
E,KZK>dKEE d/KE>h>dKZZ s͘ϲ͘Ϭ͘ϲ
%2
/
7
&
2
1
1
(
&
7
,
2
1
&
$
/
&
8
/
$
7
,
2
1
%2
/
7
*
5
2
8
3
&
+
(
&
.
Da
t
e
:
Si
t
e
:
En
g
i
n
e
e
r
:
Pr
o
j
e
c
t
N
o
:
De
s
c
r
i
p
t
i
o
n
:
XY
St
a
r
t
C
o
o
r
d
i
n
a
t
e
s
:
Di
m
e
n
s
i
o
n
s
:
Ri
s
a
L
C
:
2
No
.
L
o
a
d
P
o
i
n
t
L
a
b
e
l
X
Y
Z
S
h
e
a
r
,
P
x
S
h
e
a
r
,
P
y
A
x
i
a
l
,
P
z
M
o
m
e
n
t
,
M
x
M
o
m
e
n
t
,
M
y
M
o
m
e
n
t
,
M
z
1
Bo
l
t
s
Q
-
t
y
:
4
No
.
B
o
l
t
T
y
p
e
X
Y
A
x
i
a
l
S
h
e
a
r
T
e
n
s
i
l
e
U
s
a
g
e
S
h
e
a
r
U
s
a
g
e
C
o
m
b
i
n
e
d
U
s
a
g
e
C
o
n
t
r
o
l
l
i
n
g
U
s
a
g
e
M
a
x
.
U
s
a
g
e
0
D
L
Q
7
\
S
H
6
W
H
H
O
6
K
H
D
U
0
D
L
Q
7
\
S
H
6
W
H
H
O
6
K
H
D
U
0
D
L
Q
7
\
S
H
6
W
H
H
O
7
H
Q
V
L
R
Q
0
D
L
Q
7
\
S
H
6
W
H
H
O
7
H
Q
V
L
R
Q
Co
n
n
e
c
t
i
o
n
P
l
a
t
e
t
o
C
o
l
l
a
r
M
o
u
n
t
8/
2
5
/
2
0
2
2
Re
x
b
u
r
g
_
S
t
e
i
n
e
r
_
E
l
e
v
a
t
o
r
DV
A
70
6
3
0
8
Bo
l
t
C
o
o
r
d
i
n
a
t
e
s
(
i
n
.
)
B
o
l
t
L
o
a
d
s
(
l
b
s
)
Co
o
r
d
i
n
a
t
e
s
,
(
i
n
.
)
Lo
a
d
s
(
l
b
s
,
l
b
-
i
n
)
Bo
l
t
U
s
a
g
e
(
%
)
To
t
a
l
C
a
p
a
c
i
t
y
o
f
B
o
l
t
G
r
o
u
p
:
Ϭ͘
Ϭ
ϭ͘
Ϭ
Ϯ͘
Ϭ
ϯ͘
Ϭ
ϰ͘
Ϭ
ϱ͘
Ϭ
ϲ͘
Ϭ
ϳ͘
Ϭ
ϴ͘
Ϭ
Ϭ͘
Ϭ
Ϯ
͘
Ϭ
ϰ
͘
Ϭ
ϲ
͘
Ϭ
ϴ
͘
Ϭ
,Ž
ƌ
ŝ
nj
Ž
Ŷ
ƚ
Ă
ů
^
Ś
Ğ
Ă
ƌ
WƵ
ů
ů
Ͳ
K
Ƶ
ƚ
sĞ
ƌ
ƚ
ŝ
Đ
Ă
ů
^
Ś
Ğ
Ă
ƌ
ŽůƚƐ >ŽĂĚWŽŝŶƚ
E
,
K
Z
K
>
d
K
E
E
d
/
K
E
>
h
>
d
K
Z
Z
s
͘
ϲ
͘
Ϭ
͘
ϲ