for exterior wall frame 서울특별시 광진구 자양로 73, 5층 601호 (자양동,...
TRANSCRIPT
서울특별시 광진구 자양로 73, 5층 601호 (자양동, 동원빌딩)
(WELDING TYPE & INSERT TYPE 비교)
TEL) 02-2038-4194 / FAX) 070-8240-6060
CALCULATION
BY
STRUCTURAL ANALYSIS
FOR
EXTERIOR WALL FRAME
PROJECT NAME
더큐브시스템 무용접 스틸트러스
CONTENTS TO CALCULATION
CONTENTS PAGE
1. 설계 기준 ------------------------------------------- 1
1.1. PROJECT
1.2. DESIGN LOAD
1.3. DENSITY
1.4. USED MATERIAL
1.5. SUMMARY
2. CASE 1 - WELDING TYPE ------------------------------------------- 2
3. CASE 2 - INSERT TYPE ------------------------------------------- 11
4. ANALYSIS RESULTS OUTPUT ------------------------------------------- 19
1.1. PROJECT
1) 용 도 : EXTERIOR WALL
2) 구 조 : STEEL BACK TRUSS
1.2. DESIGN LOAD
1) DEAD LOAD = SELF WHIGHT (STEEL BACK TRUSS)
-81.0 kgf/m2 (THK. 30mm STONE-대리석)
1.3. DENSITY
1) STEEL : 7850 kgf/m3
2) STONE(대리석) : 2700 kgf/m3
1.4. USED MATERIAL
1) STEEL : SS 400
1.5. SUMMARY
1) 본 계산은 STEEL BACK TRUSS의 수직재와 수평재의 접합 방식(WELDING & INSERT TYPE)에 대한 구조
가능 유, 무를 검토함.
2) 하중은 발주처 요청에 따라 풍하중은 제외, 자중은 외장재 재료중 중량물에 해당하는 석재(대리석)을 기준으로
구조 검토를 실시함.
3) 본 계산은 Modeling의 Connection중 가장 불리한 구간을 기준으로 구조 검토를 실시함.
4) 접합 방식에 대한 비교 구조검토를 실시한 결과 용접 방식은 1%, 무용접 방식은 14%로 구조에 이상이 없는
것으로 판단됨. (용접은 목두께 3mm, 용접길이 30mm를 기준으로 상, 하부 용접으로 실시함)
5) 하기표와 같이 응력 및 처짐에 이상이 없는 것으로 판단됨.
JUDGEMENT REFERENCE
6) 본 구조계산서의 내용에 대하여 시공자는 설계하중, 재료 강도 등을 사전에 확인하여야 하며, 시공 전 변동 또는
불합리한 부분 등에 관하여는 사전에 구조설계자에게 재검토 받아야 한다.
O.K1WELDING TYPE
CASE 2 O.K14INSERT TYPE
1. 설계 기준
CASE NO. 구분
CASE 1
STRESSRATIO
(%)
1
2. CASE 1 - WELDING TYPE
2
3
MID
AS
/Gen
POST-PROCESSOR
REACTION FORCE
FORCE-XYZ
MAX. REACTION
NODE= 4
FX: 0.0000E+000
FY: 0.0000E+000
FZ: 4.6123E+001
FXYZ: 4.6123E+001
ST: DL
MAX : 4
MIN : 1
FILE:
140924-STE~
UNIT:
kgf
DATE:
09/25/2014
VIEW-DIRECTION
X:-0.483
Y:-0.837
Z:
0.259
4
MID
AS
/Gen
POST-PROCESSOR
REACTION FORCE
FORCE-XYZ
MAX. REACTION
NODE= 4
FX: 0.0000E+000
FY: 0.0000E+000
FZ: 4.6123E+001
FXYZ: 4.6123E+001
ST: DL
MAX : 4
MIN : 1
FILE:
140924-STE~
UNIT:
kgf
DATE:
09/25/2014
VIEW-DIRECTION
X:-0.483
Y:-0.837
Z:
0.259
SS400
SS400
SS400
SS400
SS400
SS400
SS400
SS400
SS400
SS400
SS400
SS400
SS400
SS400
SS400
SS400
SS400
SS400
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
5
MID
AS
/Gen
POST-PROCESSOR
REACTION FORCE
FORCE-XYZ
MAX. REACTION
NODE= 4
FX: 0.0000E+000
FY: 0.0000E+000
FZ: 4.6123E+001
FXYZ: 4.6123E+001
ST: DL
MAX : 4
MIN : 1
FILE:
140924-STE~
UNIT:
kgf
DATE:
09/25/2014
VIEW-DIRECTION
X:-0.483
Y:-0.837
Z:
0.259
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 50x50x2.3
B 5
0x50
x2.3
B 5
0x50
x2.3
B 5
0x50
x2.3
B 5
0x50
x2.3
B 5
0x50
x2.3
B 5
0x50
x2.3
B 5
0x50
x2.3
B 5
0x50
x2.3
B 5
0x50
x2.3
B 5
0x50
x2.3
6
MID
AS
/Gen
POST-PROCESSOR
REACTION FORCE
FORCE-XYZ
MAX. REACTION
NODE= 4
FX: 0.0000E+000
FY: 0.0000E+000
FZ: 4.6123E+001
FXYZ: 4.6123E+001
ST: DL
MAX : 4
MIN : 1
FILE:
140924-STE~
UNIT:
kgf
DATE:
09/25/2014
VIEW-DIRECTION
X:-0.483
Y:-0.837
Z:
0.259
-0.0
-12.1-0.0
-0.0
-12.2-0.0
-0.0
-12.1
-12.1
-0.0
-0.0
-12.1
-12.1
-0.0
-0.0
-12.2-0.0
-0.0
-12.1-0.0
-0.0
-12.1
-12.1
-0.0
-0.0
-12.2
-12.1
-0.0
-0.0
-12.2-0.0
-0.0
-12.1-0.0
-0.0
-12.1
-12.1
-0.0
-0.0
-12.2
-12.2
-0.0
-0.0
-12.2-0.0
-0.0
-12.2-0.0
-0.0
-12.1
-12.1
-0.0
-0.0
-12.2
-12.2
-0.0
-0.0
-12.1-0.0
-0.0
-12.2-0.0
-0.0
-12.2
-12.2
-0.0
-0.0
-12.2
-12.2
-0.0
-0.0
-12.1-0.0
-0.0
-12.1-0.0
-0.0
-12.2
-12.2
-0.0
-0.0
-12.2
-12.2
-0.0
-0.0
-12.2-0.0
-0.0
-12.1-0.0
-0.0
-12.2
-12.2
-0.0
-0.0
-12.1
-12.1
-0.0
-0.0
-12.2-0.0
-0.0
-12.2-0.0
-0.0
-12.2
-12.2
-0.0
-0.0
-12.1
-12.1
-0.0
대리석
(1)-
30T
( DL
: -81
)
Loa
d T
ype
Stee
l Tru
ss =
Sel
f Wei
ght
대리석
비중
Ston
e() W
eigh
t = 3
0T x
1m
x 1
m x
2.7
() =
81.
0kg/
m2
7
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4.90
-4.90
8.54
-8.54
8.54
-8.54
8.54
-8.54
4.90
-4.90
MID
AS
/Gen
POST-PROCESSOR
BEAM FORCE
SHEAR-y
8.54168e+000
6.98865e+000
5.43562e+000
3.88258e+000
2.32955e+000
0.00000e+000
-7.76517e-001
-2.32955e+000
-3.88258e+000
-5.43562e+000
-6.98865e+000
-8.54168e+000
ST: DL
MAX : 25
MIN : 26
FILE:
140924-STE~
UNIT:
kgf
DATE:
09/25/2014
VIEW-DIRECTION
X:-0.483
Y:-0.837
Z:
0.259
8
0.00 0.00 0.00 0.00
-8.54
8.
54
MID
AS
/Gen
POST-PROCESSOR
BEAM FORCE
SHEAR-y
8.54168e+000
6.98865e+000
5.43562e+000
3.88258e+000
2.32955e+000
0.00000e+000
-7.76517e-001
-2.32955e+000
-3.88258e+000
-5.43562e+000
-6.98865e+000
-8.54168e+000
SCALE FACTOR=
2.2208E+003
ST: DL
MAX : 14
MIN : 1
FILE:
140924-STE~
UNIT:
kgf
DATE:
09/25/2014
VIEW-DIRECTION
X:-0.483
Y:-0.837
Z:
0.259
9
CHECK FOR WELDING (S=3mm, L=30mm, 2EA)
Load Computation
Px = 0.00 kgf / 1 EA = 0.00 kgf
Py = 8.54 kgf / 1 EA = 8.54 kgf
3mm X 30LG. Welding Check
Imposed Load
Vx = 0.0 kg / 2 EA = 0.00 kg
Vy = 8.5 kg / 2 EA = 4.27 kg
Try to welding size
S = 0.30 cm
a = 0.21 cm
L = 3.00 cm
le = 2.40 cm
Aw = 0.50 cm²
Actual stress for Welding
fvwx = Vx / Aw = 0.00 kg/cm²
fvwy = Vy / Aw = 8.47 kg/cm²
fvw = √ ( fvwx2 + fvwy
2 ) = 8.47 kg/cm²
Allowable stress for Welding
Fy = 2400 kg/cm²
Fvw = Fy / ( 1.5 X √3 ) = 923.76 kg/cm²
∴ fvw / Fvw = 0.01 < 1.00 OK
10
3. CASE 2 - INSERT TYPE
11
12
MID
AS
/Gen
POST-PROCESSOR
REACTION FORCE
FORCE-XYZ
MAX. REACTION
NODE= 17
FX: 0.0000E+000
FY: -2.0542E+000
FZ: 9.1961E+000
FXYZ: 9.4228E+000
ST: DL
MAX : 17
MIN : 17
FILE:
140924-STE~
UNIT:
kgf
DATE:
09/25/2014
VIEW-DIRECTION
X:-0.483
Y:-0.837
Z:
0.259
13
MID
AS
/Gen
POST-PROCESSOR
REACTION FORCE
FORCE-XYZ
MAX. REACTION
NODE= 17
FX: 0.0000E+000
FY: -2.0542E+000
FZ: 9.1961E+000
FXYZ: 9.4228E+000
ST: DL
MAX : 17
MIN : 17
FILE:
140924-STE~
UNIT:
kgf
DATE:
09/25/2014
VIEW-DIRECTION
X:-0.483
Y:-0.837
Z:
0.259
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0 SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0 SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0
SS40
0
SS40
0SS
400S
S400S
S400
SS40
0SS4
00SS4
00SS
400S
S400S
S400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
SS40
0SS
400
14
MID
AS
/Gen
POST-PROCESSOR
REACTION FORCE
FORCE-XYZ
MAX. REACTION
NODE= 17
FX: 0.0000E+000
FY: -2.0542E+000
FZ: 9.1961E+000
FXYZ: 9.4228E+000
ST: DL
MAX : 17
MIN : 17
FILE:
140924-STE~
UNIT:
kgf
DATE:
09/25/2014
VIEW-DIRECTION
X:-0.483
Y:-0.837
Z:
0.259
T_0.
23
T_0.
23
T_0.
23
T_0.
23
T_0.
23
T_0.
23 T_0.
23
T_0.
23
T_0.
23
T_0.
23
T_0.
23
T_0.
23
T_0.
23
T_0.
23
T_0.
23
T_0.
23
T_0.
23
T_0.
23
T_0.
23
T_0.
23
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23
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23
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23
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23
T_0.
23
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23
T_0.
23
T_0.
23T_
0.23
T_0.
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0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
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23T_
0.23
T_0.
23T_
0.23
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0.23
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0.23
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0.23
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0.23
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23T_
0.23
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0.23
T_0.
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0.23
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0.23
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0.23
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0.23
T_0.
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0.23
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23
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23
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23
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23
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23
T_0.
23 T_0.
23
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23
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0.23
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0.23
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0.23
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0.23
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0.23
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0.23
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23T_
0.23
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0.23
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0.23
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0.23
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0.23
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0.23
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0.23
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23T_
0.23
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23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
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23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
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23T_
0.23
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0.23
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23T_
0.23
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0.23
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23T_
0.23
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0.23
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0.23
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0.23
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0.23
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0.23
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23T_
0.23
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0.23
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0.23
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0.23
T_0.
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0.23
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0.23
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23
T_0.
23
T_0.
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0.23
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0.23
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0.23
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0.23
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0.23
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0.23
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0.23
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0.23
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0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
T_0.
23T_
0.23
15
MID
AS
/Gen
POST-PROCESSOR
REACTION FORCE
FORCE-XYZ
MAX. REACTION
NODE= 17
FX: 0.0000E+000
FY: -2.0542E+000
FZ: 9.1961E+000
FXYZ: 9.4228E+000
ST: DL
MAX : 17
MIN : 17
FILE:
140924-STE~
UNIT:
kgf
DATE:
09/25/2014
VIEW-DIRECTION
X:-0.483
Y:-0.837
Z:
0.259
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
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-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
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-444.4-444.4
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-444.4-444.4
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-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
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-444.4-444.4
-444.4
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-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
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-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
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-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4
-444.4-444.4
-444.4
-444.4-444.4
Loa
d T
ype
Stee
l Tru
ss =
Sel
f Wei
ght
대리석
비중
Ston
e() W
eigh
t = 3
0T x
1m
x 1
m x
2.7
() =
81.
0kg/
m2
작용하중
Stee
l Tra
nsom
= 0
.7m
x 0
.3m
x 8
1.0k
g/m
2 =
17.0
1kgf
석재고정면에작용하는하중
절곡점까지의거리
스틸프레임폭
=
0.6
6m(
) x
0.0
58m
() =
0.0
383m
2
= 1
7.01
kgf /
0.0
383m
2 =
444.
4 kg
/m2
16
MID
AS
/Gen
POST-PROCESSOR
PLN STS/PLT STRS
SIG-EFF TOP
2.50045e+002
2.27320e+002
2.04596e+002
1.81871e+002
1.59146e+002
1.36421e+002
1.13696e+002
9.09717e+001
6.82469e+001
4.55221e+001
2.27973e+001
7.25415e-002
SCALE FACTOR=
2.1898E+002
ST: DL
MAX : 15
MIN : 220
FILE:
140924-STE~
UNIT:
kgf/cm²
DATE:
09/25/2014
VIEW-DIRECTION
X:-0.483
Y:-0.837
Z:
0.259
17
22340556064
73722722710990
5296250250129124
250129111
1039910
2124124124 10
375
4226
2938
4449
5356
5999
6343
3124
2832
3538
4042
102
6643
3124
2223
2425
2610
266
4330
2524
2424
2424
100
6340
3534
3332
3333
3493
5656
5147
4544
4444
45
1611172349
21264642841
2121
2222
2223
2323
2322
2220
1714
10
2021
2121
2222
2223
2323
2323
2222
24
2020
2121
2222
2223
2425
2627
3039
77
1920
2021
2122
2323
2426
2830
3440
77
2020
2121
2223
2324
2628
3135
4040
2020
2122
2223
2324
2628
3136
3942
773542 6482
101
6167
7155
5454
123
7154
123
6849
6884
5656
5147
4544
4444
4567
3638
3838
3736
3636
3737
4933
2930
3030
3029
2928
28
3830
2624
2525
2424
2323
2221
MID
AS
/Gen
POST-PROCESSOR
PLN STS/PLT STRS
SIG-EFF TOP
2.50045e+002
2.27320e+002
2.04596e+002
1.81871e+002
1.59146e+002
1.36421e+002
1.13696e+002
9.09717e+001
6.82469e+001
4.55221e+001
2.27973e+001
7.25415e-002
SCALE FACTOR=
2.1898E+002
ST: DL
MAX : 15
MIN : 220
FILE:
140924-STE~
UNIT:
kgf/cm²
DATE:
09/25/2014
VIEW-DIRECTION
X:-0.483
Y:-0.837
Z:
0.259
18
4. ANALYSIS RESULTS OUTPUT
19
MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
ITLE
:
Com
pany
Auth
or
Clie
nt
File
Nam
eWi
n814
0924
-STE
EL T
RUSS
WEL
DING
TYP
E.md
l
- 1 /
3 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
3M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
ITLE
:
Com
pany
Auth
or
Clie
nt
File
Nam
eWi
n814
0924
-STE
EL T
RUSS
WEL
DING
TYP
E.md
l
- 2 /
3 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
3M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
20
MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
ITLE
:
Com
pany
Auth
or
Clie
nt
File
Nam
eWi
n814
0924
-STE
EL T
RUSS
WEL
DING
TYP
E.md
l
- 3 /
3 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
3M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 1 /
15 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
21
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 2 /
15 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 3 /
15 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
22
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 4 /
15 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 5 /
15 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
23
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 6 /
15 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 7 /
15 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
24
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 8 /
15 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 9 /
15 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
25
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 10
/ 15
-P
rint D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 11
/ 15
-P
rint D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
26
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 12
/ 15
-P
rint D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 13
/ 15
-P
rint D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
27
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 14
/ 15
-P
rint D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
MIDAS/
Gen
ANALYS
IS R
ESUL
TS O
UTPU
T P
ROJE
CT T
ITLE
:
Comp
any
Autho
r
Clien
t
File N
ame
Win8
1409
24-S
TEEL
TRU
SS W
ELDI
NG T
YPE.
anl
- 15
/ 15
-P
rint D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
28
MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
ITLE
:
Com
pany
Auth
or
Clie
nt
File
Nam
eWi
n840
924-
STEE
L TR
USS
INSE
RT T
YPE
TRAN
SOM.
md
- 1 /
20 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
ITLE
:
Com
pany
Auth
or
Clie
nt
File
Nam
eWi
n840
924-
STEE
L TR
USS
INSE
RT T
YPE
TRAN
SOM.
md
- 2 /
20 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
29
MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
ITLE
:
Com
pany
Auth
or
Clie
nt
File
Nam
eWi
n840
924-
STEE
L TR
USS
INSE
RT T
YPE
TRAN
SOM.
md
- 3 /
20 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
6.3
.2
MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
ITLE
:
Com
pany
Auth
or
Clie
nt
File
Nam
eWi
n840
924-
STEE
L TR
USS
INSE
RT T
YPE
TRAN
SOM.
md
- 4 /
20 -
Pri
nt D
ate
/Tim
e : 0
9/2
6/2
014 0
9:3
4M
odelin
g, In
tegra
ted D
esi
gn &
Analy
sis
Softw
are
http://w
ww
.Mid
asU
ser.co
mM
IDA
S/G
en V
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
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Com
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Auth
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
ITLE
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Com
pany
Auth
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Clie
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File
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924-
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mM
IDA
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
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:
Com
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Auth
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Clie
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File
Nam
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
ITLE
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Com
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Auth
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Clie
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File
Nam
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mM
IDA
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
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:
Com
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Auth
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Clie
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
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Com
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Auth
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Clie
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mM
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
ITLE
:
Com
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Auth
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Clie
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File
Nam
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
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Com
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Auth
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Clie
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mM
IDA
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
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Com
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Auth
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Clie
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File
Nam
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
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Auth
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Clie
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mM
IDA
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
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Com
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Auth
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Clie
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File
Nam
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
ITLE
:
Com
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Auth
or
Clie
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File
Nam
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mM
IDA
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
ITLE
:
Com
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Auth
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Clie
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File
Nam
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
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Auth
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Clie
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mM
IDA
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MIDAS/
Gen
MODEL
DATA
PRO
FILE
PROJE
CT T
ITLE
:
Com
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Auth
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Clie
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File
Nam
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