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Midas Gen: Project Title

This document summarizes the model data for a ceiling structural analysis project. It includes information on the project title, materials, loads, boundary conditions, beam and node properties, and load combinations. The model contains 46 beam elements made of S275 steel with RHS 38x25 or D12 cross sections. Nodes are fixed at the edges of the 6x6 meter ceiling grid. Loads include self-weight, a uniform ceiling load, and wind load downwards. The analysis will design the structure according to Eurocode standards.

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collin_ngu
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143 views4 pages

Midas Gen: Project Title

This document summarizes the model data for a ceiling structural analysis project. It includes information on the project title, materials, loads, boundary conditions, beam and node properties, and load combinations. The model contains 46 beam elements made of S275 steel with RHS 38x25 or D12 cross sections. Nodes are fixed at the edges of the 6x6 meter ceiling grid. Loads include self-weight, a uniform ceiling load, and wind load downwards. The analysis will design the structure according to Eurocode standards.

Uploaded by

collin_ngu
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
You are on page 1/ 4

midas Gen

MODEL DATA PROFILE

PROJECT TITLE :
Company

Engineer 360

Client

Author

Collin

File Name

ceiling.mdl

*** PROJECT INFORMATION


Project Name :
Date
:

2015/4/29

*** CONTROL DATA


Panel Zone Effect : Do not Calculate
Unit System
: KN, M
Definition of Frame
- X Direction of Frame : Unbraced I Sway
- Y Direction of Frame : Unbraced I Sway
- Design Type
: 3-D
Design Code
- Steel
: BS5950-90
- Concrete
: Eurocode2:04
- SRC
: SSRC79
*** LOAD CASE DATA
NO

NAME

TYPE

SELF WEIGHT FACTOR


X
Y
Z
-------- -------------------- ---------- ------ ------ -----1
Dead
D 0.000 0.000 -1.100
3
WindDown
W 0.000 0.000 0.000

DESCRIPTION
-----------------------------------

*** MATERIAL PROPERTY DATA


NO

NAME

TYPE

MODULUS OF
SHEAR
THERMAL
POISSON
WEIGHT
ELASTICITY
MODULUS
COEFF.
RATIO
DENSITY
-------- -------------------- ------- ------ ---------- ---------- ---------- ---------- ---------1
S275
STEEL
2.1e+008 8.077e+007 6.667e-006
0.3
76.98
NO

NAME

TYPE

-------- -------------------- ------1


S275
STEEL

STRENGTH OF DESIGN MATERIAL


STEEL
CONCRETE
MAIN REBAR
SUB REBAR
------------ ------------ ------------ -----------2.75e+005
-

*** NODE DATA


NO
X
Y
Z
-------- ------------ ------------ -----------1
1.784
1.349
0
2
1.784
2.349
0
3
2.784
2.349
0
4
2.784
3.349
0
5
3.784
3.349
0
6
3.784
4.349
0
7
1.784
0.3494
0
8
5.784
1.349
0
9
1.784
4.349
0
10
4.784
3.349
0
11
5.784
3.349
0
12
1.784
3.349
0
13
2.784
4.349
0
14
5.784
0.3494
0
15
4.784
0.3494
0
16
5.784
2.349
0
Modeling, Integrated Design & Analysis Software
http://www.MidasUser.com
Gen 2014

TEMPERATURE
-----------0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

midas Gen

MODEL DATA PROFILE

PROJECT TITLE :

17
18
19
20
21
22
23
24
25
26
27
28
29
30
31

Company

Engineer 360

Client

Author

Collin

File Name

2.784
3.784
4.784
5.784
1.784
1.784
3.784
3.784
3.784
5.784
5.784
2.784
3.784
4.784
4.784

0.3494
0.3494
4.349
4.349
0.3494
2.349
2.349
2.349
0.3494
2.349
0.3494
1.349
1.349
1.349
2.349

0
0
0
0
0.45
0.45
0
0.45
0.45
0.45
0.45
0
0
0
0

ceiling.mdl

0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

*** SUPPORT / SPECIFIED DISPLACEMENT / POINT SPRING SUPPORT


** SUPPORT / SPECIFIED DISPLACEMENT
NODE
-------6
9
20
21
22
24
25
26
27

SUPPORT
SPECIFIED DISPLACEMENT
DDDRRR
Dx
Dy
Dz
Rx
Ry
Rz
-------- ---------- ---------- ---------- ---------- ---------- ---------111000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
111000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
111000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
111000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
111000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
111000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
111000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
111000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
111000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000

*** SECTION PROPERTY DATA


NO

NAME

SHAPE

tw

tf1

r1

------ ---------- ------ -------- -------- -------- -------- -------1 RHS 38x25~
B
0.038
0.025
0.0016
0.0016
0
2
D12
SR
0.012
0
0
0
0
NO

NAME

STIFFNESS SCALE FACTOR


A
Asy
Asz
Ix
Iy
Iz
W
Boundary Group
------ ---------- ----- ----- ----- ----- ----- ----- ----- ---------------1 RHS 38x25~
2
D12
NO

NAME

NO

NAME

AREA
MOMENT OF INERTIA
SHAPE FACTOR
[SRC:EQIV.]
Ix
Iy
Iz
k-Y
k-Z
------ ---------- ------------ ------------ ------------ ------------ ---------- ---------1 RHS 38x25~
0.0001914
3.882e-008
3.775e-008
1.943e-008
0.4181
0.6355
2
D12
0.0001131
2.036e-009
1.018e-009
1.018e-009
0.9
0.9
SECTION MODULUS Sy
SECTION MODULUS Sz
I or CONC.
J or STEEL
I or CONC.
J or STEEL
------ ---------- ------------ ------------ ------------ -----------1 RHS 38x25~
1.987e-006
1.987e-006
1.555e-006
1.555e-006
2
D12
1.696e-007
1.696e-007
1.696e-007
1.696e-007
Modeling, Integrated Design & Analysis Software
http://www.MidasUser.com
Gen 2014

midas Gen

MODEL DATA PROFILE

PROJECT TITLE :
Company

Engineer 360

Client

Author

Collin

File Name

*** BEAM MEMBER DATA


NO NODAL CONNECTIVITY BEAM END RELEASE
MATERIAL
SECTION
LENGTH
I
J
I
J
-------- --------- -------- -------- -------- --------------- --------------- ---------1
1
2
S275 RHS 38x25.0x1.6
1
2
2
3
S275 RHS 38x25.0x1.6
1
3
3
4
S275 RHS 38x25.0x1.6
1
4
4
5
S275 RHS 38x25.0x1.6
1
5
5
6
S275 RHS 38x25.0x1.6
1
6
7
1
S275 RHS 38x25.0x1.6
1
7
1
28
S275 RHS 38x25.0x1.6
1
8
2
12
S275 RHS 38x25.0x1.6
1
9
12
9
S275 RHS 38x25.0x1.6
1
10
6
13
S275 RHS 38x25.0x1.6
1
11
13
9
S275 RHS 38x25.0x1.6
1
12
5
10
S275 RHS 38x25.0x1.6
1
13
10
11
S275 RHS 38x25.0x1.6
1
14
4
12
S275 RHS 38x25.0x1.6
1
15
4
13
S275 RHS 38x25.0x1.6
1
16
7
17
S275 RHS 38x25.0x1.6
1
17
17
18
S275 RHS 38x25.0x1.6
1
18
18
15
S275 RHS 38x25.0x1.6
1
19
15
14
S275 RHS 38x25.0x1.6
1
20
10
31
S275 RHS 38x25.0x1.6
1
21
11
16
S275 RHS 38x25.0x1.6
1
22
16
8
S275 RHS 38x25.0x1.6
1
23
8
14
S275 RHS 38x25.0x1.6
1
24
3
23
S275 RHS 38x25.0x1.6
1
25
23
31
S275 RHS 38x25.0x1.6
1
26
3
28
S275 RHS 38x25.0x1.6
1
27
5
23
S275 RHS 38x25.0x1.6
1
28
23
29
S275 RHS 38x25.0x1.6
1
29
10
19
S275 RHS 38x25.0x1.6
1
30
11
20
S275 RHS 38x25.0x1.6
1
31
7
21
000011
000000
S275
D12
0.45
32
2
22
000011
000000
S275
D12
0.45
33
23
24
000011
000000
S275
D12
0.45
34
18
25
000011
000000
S275
D12
0.45
35
16
26
000011
000000
S275
D12
0.45
36
14
27
000011
000000
S275
D12
0.45
37
6
19
S275 RHS 38x25.0x1.6
1
38
19
20
S275 RHS 38x25.0x1.6
1
39
28
29
S275 RHS 38x25.0x1.6
1
40
29
30
S275 RHS 38x25.0x1.6
1
41
30
8
S275 RHS 38x25.0x1.6
1
42
28
17
S275 RHS 38x25.0x1.6
1
43
29
18
S275 RHS 38x25.0x1.6
1
44
30
15
S275 RHS 38x25.0x1.6
1
45
31
30
S275 RHS 38x25.0x1.6
1
46
31
16
S275 RHS 38x25.0x1.6
1
*** TOTAL WEIGHT / VOLUME / SURFACE AREA SUMMARY
SECTION
SECION
SURFACE AREA
VOLUMN
WEIGHT
FRAME
TRUSS
NO
NAME
NUMBER
NUMBER
-------- --------------- --------------- --------------- --------------- -------- -------1 RHS 38x25.0x1.6
9.568
0.007654
0.5892
40
0
2
D12
0.1018
0.0003054
0.02351
6
0

Modeling, Integrated Design & Analysis Software


http://www.MidasUser.com
Gen 2014

ceiling.mdl

midas Gen

MODEL DATA PROFILE

PROJECT TITLE :
Company

Engineer 360

Client

Author

Collin

File Name

ceiling.mdl

*** LOAD DATA


; Self Weight, Nodal Load, Specified Displacement, Beam Load, Floor Load, Finishing Material Load,
System Temperature, Nodal Temperature, Element Temperature, Beam Section Temperature,
Wind Load, Static Seismic Load, Time History Analysis Data
** FLOOR LOAD TYPE DATA
NAME

LOADCASE
LOAD
SUB-BEAM
NAME
WEIGHT
--------------- --------------- ------------ -------------------Ceiling
Dead
-0.2
Consider
WindDown
-0.2
Do not consider
** FLOOR LOAD DATA
LOAD TYPE

DISTRIBUTION

DIR.

PROJ

SUB-BEAM
NODE LIST
NUMBER ANGLE UNIT-W
---------- ------------------ ------ ------ ------ ------ ------ ------------------------Ceiling
Two Way
GZ
NO
0
0
0 9 7 14 20
[ LOAD CASE : Dead ]
** SELF WEIGHT DATA
; X=0, Y=0, Z=-1.1
*** LOAD COMBINATION DATA
** STEEL DESIGN
NO
NAME
TYPE
ACTIVE
-------- ---------- ---------- ---------1
gLCB2
Add
ACTIVE

Modeling, Integrated Design & Analysis Software


http://www.MidasUser.com
Gen 2014

DESCRIPTION
--------------------------------------------1.4D + 1.4WindDown

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