midas Gen PROJECT TITLE :

Company

Author

Client

File Name

MODEL DATA PROFILE

Engineer 360Collin 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 DESCRIPTION X Y Z -------- -------------------- ---------- ------ ------ ------ ----------------------------------- 1 Dead D 0.000 0.000 -1.100 3 WindDown W 0.000 0.000 0.000

*** 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 STRENGTH OF DESIGN MATERIAL STEEL CONCRETE MAIN REBAR SUB REBAR -------- -------------------- ------- ------------ ------------ ------------ ------------ 1 S275 STEEL 2.75e+005 - - -

*** NODE DATA

NO X Y Z TEMPERATURE -------- ------------ ------------ ------------ ------------ 1 1.784 1.349 0 0 2 1.784 2.349 0 0 3 2.784 2.349 0 0 4 2.784 3.349 0 0 5 3.784 3.349 0 0 6 3.784 4.349 0 0 7 1.784 0.3494 0 0 8 5.784 1.349 0 0 9 1.784 4.349 0 0 10 4.784 3.349 0 0 11 5.784 3.349 0 0 12 1.784 3.349 0 0 13 2.784 4.349 0 0 14 5.784 0.3494 0 0 15 4.784 0.3494 0 0 16 5.784 2.349 0 0

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midas Gen PROJECT TITLE :

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MODEL DATA PROFILE

Engineer 360Collin ceiling.mdl

17 2.784 0.3494 0 0 18 3.784 0.3494 0 0 19 4.784 4.349 0 0 20 5.784 4.349 0 0 21 1.784 0.3494 0.45 0 22 1.784 2.349 0.45 0 23 3.784 2.349 0 0 24 3.784 2.349 0.45 0 25 3.784 0.3494 0.45 0 26 5.784 2.349 0.45 0 27 5.784 0.3494 0.45 0 28 2.784 1.349 0 0 29 3.784 1.349 0 0 30 4.784 1.349 0 0 31 4.784 2.349 0 0

*** SUPPORT / SPECIFIED DISPLACEMENT / POINT SPRING SUPPORT

** SUPPORT / SPECIFIED DISPLACEMENT

NODE SUPPORT SPECIFIED DISPLACEMENT DDDRRR Dx Dy Dz Rx Ry Rz -------- -------- ---------- ---------- ---------- ---------- ---------- ---------- 6 111000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 9 111000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 20 111000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 21 111000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 22 111000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 24 111000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 25 111000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 26 111000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 27 111000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

*** SECTION PROPERTY DATA

NO NAME SHAPE H B 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 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

NO NAME 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

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midas Gen PROJECT TITLE :

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MODEL DATA PROFILE

Engineer 360Collin ceiling.mdl

*** 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 Softwarehttp://www.MidasUser.comGen 2014

midas Gen PROJECT TITLE :

Company

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Client

File Name

MODEL DATA PROFILE

Engineer 360Collin 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 DESCRIPTION -------- ---------- ---------- ---------- --------------------------------------------- 1 gLCB2 Add ACTIVE 1.4D + 1.4WindDown

Modeling, Integrated Design & Analysis Softwarehttp://www.MidasUser.comGen 2014