TGAC - Intermediate Truss2

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06-Nov-2014 13:47TGAC - Intermediate Trus

Print Time/Date: 06/11/2014 13:50 Print Run 1 of 16STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

Job Information Engineer Checked Approved

Name:

Date: 06-Nov-14

Structure Type SPACE FRAME

Number of Nodes 6 Highest Node 92

Number of Elements 5 Highest Beam 103

Number of Basic Load Cases 2

Number of Combination Load Cases 3

Included in this printout are data for:

All The Whole Structure

Included in this printout are results for load cases:

Type L/C Name

Primary 1 DL

Primary 2 WL

Combination 3 SERVICE

Combination 4 1.35DL+1.5W

Combination 5 1.2DL+1.6WL

NodesNode X

(m)

Y

(m)

Z

(m)

87 5.000 0.000 0.000

88 6.096 0.000 5.140

89 5.548 0.000 2.570

90 6.191 0.000 0.575

91 5.274 0.000 1.285

92 5.822 0.000 3.855

BeamsBeam Node A Node B Length

(m)

Property

(degrees)

99 87 91 1.314 1 0

100 89 92 1.314 1 0

101 89 90 2.096 1 0

102 91 89 1.314 1 0

103 92 88 1.314 1 0




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Section PropertiesProp Section Area

(mm2)

Iyy

(mm4)

Izz

(mm4)

J

(mm4)

Material

1 TUB1001004.0 1.52E+3 2.32E+6 2.32E+6 3.61E+6 STEEL

MaterialsMat Name E

(kN/mm2)

Density

(kg/m3)

(/°C)

1 STEEL 205.000 0.300 7.83E+3 12E -6

2 STAINLESSSTEEL 197.930 0.300 7.83E+3 18E -6

3 ALUMINUM 68.948 0.330 2.71E+3 23E -6

4 CONCRETE 21.718 0.170 2.4E+3 10E -6

SupportsNode X

(kN/mm)

Y

(kN/mm)

Z

(kN/mm)

rX

(kN-m/deg)

rY

(kN-m/deg)

rZ

(kN-m/deg)

87 Fixed Fixed Fixed - - -

88 Fixed - - - - -

90 Fixed Fixed Fixed - - -

ReleasesThere is no data of this type.

Basic Load CasesNumber Name

1 DL

2 WL

Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor

3 SERVICE 1 DL 1.00

2 WL 1.00

4 1.35DL+1.5W 1 DL 1.35

2 WL 1.50

5 1.2DL+1.6WL 1 DL 1.20

2 WL 1.60




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Load GeneratorsThere is no data of this type.

Node Loads : 1 DLNode FX

(kN)

FY

(kN)

FZ

(kN)

MX

(kNm)

MY

(kNm)

MZ

(kNm)

87 - - -0.3 - - -

88 - - -0.3 - - -

89 - - -0.6 - - -

- - -1.6 - - -

91 - - -0.6 - - -

- - -1.6 - - -92 - - -0.6 - - -

- - -1.6 - - -

Selfweight : 1 DLDi rec ti on Fact or

Z -1.000

Node Loads : 2 WL

Node FX(kN)

FY(kN)

FZ(kN)

MX(kNm)

MY(kNm)

MZ(kNm)

87 2.4 - - - - -

88 2.4 - - - - -

89 4.8 - - - - -

91 4.8 - - - - -

92 4.8 - - - - -

Utilization RatioBeam Analysis

Property

Design

Property

Act ual

Ratio

Al lowable

Ratio

Ratio

(Act./Allow.)

Clause L/C Ax

(mm2)

Iz

(mm4)

Iy

(mm4)

Ix

(mm4)

99 TUB100100 TUB100100 0.297 1.000 0.297 1.52E+3 2.32E+6 2.32E+6 3.61E100 TUB100100 TUB100100 0.249 1.000 0.249 1.52E+3 2.32E+6 2.32E+6 3.61E

101 TUB100100 TUB100100 0.117 1.000 0.117 1.52E+3 2.32E+6 2.32E+6 3.61E

102 TUB100100 TUB100100 0.334 1.000 0.334 1.52E+3 2.32E+6 2.32E+6 3.61E

103 TUB100100 TUB100100 0.235 1.000 0.235 1.52E+3 2.32E+6 2.32E+6 3.61E

Failed MembersThere is no data of this type.




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Steel Design (Track 2) Beam 99 Check 1 ALL UNI TS ARE - KN METE ( UNLESS OTHERWI SE Not ed)

MEMBER TABLE RESULT/ CRI TI CAL COND/ RATI O/ LOADI NG/ FX MY MZ LOCATI ON =======================================================================

99 ST TUB1001004. 0 PASS BS- 4. 8. 2. 2 0. 297 5 28. 83 T - 3. 41 0. 00 1. 31 ======================================================================= MATERI AL DATA

Gr ade of st eel = S 275 Modul us of el ast i ci t y = 205 kN/ mm2

Desi gn St r ength ( py) = 274 N/ mm2

SECTI ON PROPERTI ES (uni t s - cm) Member Length = 131. 39 Gr oss Ar ea = 15. 20 Net Ar ea = 15. 20 Eff . Ar ea = 15. 20

z- z axi s y- y axi s Moment of i ner t i a : 232. 000 232. 000 Pl ast i c modul us : 54. 400 54. 400 El ast i c modul us : 46. 400 46. 400 Ef f ect i ve modul us : 54. 400 54. 400 Shear Ar ea : 7. 600 7. 600

DESI GN DATA ( uni t s - kN, m) BS5950- 1/ 2000 Secti on Cl ass : PLASTI C

Squash Load : 418. 00 Axi al f orce/ Squash l oad : 0. 069

z- z axi s y- y axi s Compressi on Capaci t y : 402. 4 402. 4 Tensi on Capaci t y : 418. 0 418. 0

Moment Capaci t y : 15. 0 15. 0 Reduced Moment Capaci t y : 14. 9 14. 9 Shear Capaci t y : 125. 4 125. 4

BUCKLI NG CALCULATI ONS ( uni t s - kN, m) ( axi s nomencl ature as per desi gn code) x- x axi s y- y axi s Sl ender ness : 33. 631 33. 631 Radi us of gyr ati on ( cm) : 3. 907 3. 907 Ef f ecti ve Lengt h : 1. 314 1. 314

LTB check unnecessar y f or t hi s secti on

CRI TI CAL LOADS FOR EACH CLAUSE CHECK ( uni t s- kN, m) :

CLAUSE RATI O LOAD FX VY VZ MZ MYBS- 4. 2. 3- ( Z) 0. 021 0 - - 0. 0 - -BS- 4. 6 ( T) 0. 069 5 28. 8 - - - -

BS- 4. 7 ( C) 0. 014 1 5. 4 - - - -BS- 4. 8. 2. 2 0. 297 5 28. 8 0. 0 2. 6 0. 0 3. 4 BS- 4. 8. 2. 3 0. 229 5 28. 8 - - 0. 0 3. 4 BS- 4. 8. 3. 2 0. 013 1 5. 3 0. 0 0. 1 0. 0 0. 2 BS- 4. 8. 3. 3. 1 0. 029 1 5. 4 - - 0. 0 0. 2 BS- 4. 8. 3. 3. 3 0. 027 1 5. 4 - - 0. 0 0. 2 ANNEX I . 1 0. 013 1 5. 4 - - 0. 0 0. 2 Tor si on and def l ect i ons have not been consi der ed i n t he desi gn.




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100 ST TUB1001004. 0 PASS ANNEX I . 1 0. 249 5 2. 27 C - 3. 72 0. 00 - ======================================================================= MATERI AL DATA

















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101 ST TUB1001004. 0 PASS BS- 4. 8. 3. 3. 3 0. 117 5 38. 41 C - 0. 21 0. 00 - ======================================================================= MATERI AL DATA





DESI GN DATA ( uni t s - kN, m) BS5950- 1/ 2000 Sect i on Cl ass : SEMI - COMPACT Squash Load : 418. 00 Axi al f orce/ Squash l oad : 0. 092

z- z axi s y- y axi s Compressi on Capaci t y : 375. 7 375. 7 Moment Capaci t y : 15. 0 15. 0

Reduced Moment Capaci t y : 15. 0 15. 0 Shear Capaci t y : 125. 4 125. 4




CLAUSE RATI O LOAD FX VY VZ MZ MYBS- 4. 2. 3- ( Z) 0. 001 0 - - 0. 0 - -BS- 4. 7 ( C) 0. 103 5 38. 7 - - - -BS- 4. 8. 3. 2 0. 093 5 38. 7 0. 0 0. 1 0. 0 0. 0

BS- 4. 8. 3. 3. 1 0. 119 5 38. 4 - - 0. 0 0. 2 BS- 4. 8. 3. 3. 3 0. 117 5 38. 4 - - 0. 0 0. 2 ANNEX I . 1 0. 015 5 38. 6 - - 0. 0 0. 2 Tor si on and def l ect i ons have not been consi der ed i n t he desi gn.




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102 ST TUB1001004. 0 PASS BS- 4. 8. 2. 2 0. 334 5 29. 98 T 3. 93 0. 00 1. 31 ======================================================================= MATERI AL DATA

















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103 ST TUB1001004. 0 PASS ANNEX I . 1 0. 235 5 1. 11 C - 3. 51 0. 00 - ======================================================================= MATERI AL DATA







z- z axi s y- y axi s Compressi on Capaci t y : 402. 4 402. 4 Moment Capaci t y : 15. 0 15. 0

Reduced Moment Capaci t y : 15. 0 15. 0 Shear Capaci t y : 125. 4 125. 4




CLAUSE RATI O LOAD FX VY VZ MZ MYBS- 4. 2. 3- ( Z) 0. 021 0 - - 0. 0 - -BS- 4. 7 ( C) 0. 003 4 1. 1 - - - -BS- 4. 8. 3. 2 0. 235 5 1. 1 0. 0 2. 7 0. 0 3. 5

BS- 4. 8. 3. 3. 1 0. 278 5 1. 1 - - 0. 0 3. 5 BS- 4. 8. 3. 3. 3 0. 238 5 1. 1 - - 0. 0 3. 5 ANNEX I . 1 0. 235 5 1. 1 - - 0. 0 3. 5 Tor si on and def l ect i ons have not been consi der ed i n t he desi gn.




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5.26m

2.10m

Load 1XY

Z

Whole Structure

3d




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-0.3 kN

-0.6 kN

-1.6 kN

-0.6 kN

-1.6 kN

-0.6 kN

-1.6 kN

-0.3 kN

Load 1 (SELF Z)XY

Z

DL value




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2.4 kN

4.8 kN

4.8 kN

4.8 kN

2.4 kN

Load 2XY

Z

WL value




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Max: 0.163 mm

Max: 0.047 mm

Max: 0.158 mm

Max: 0.171 mm

Max: 0.177 mm

DisplacementLoad 1 :Displacement - mm

XY

Z

deflec




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0.297

0.117

0.334

0.249

0.235

Load 4XY

Z

design ratio




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X = -0.7 kNY = 0.0 kNZ = 2.4 kNMX = FREEMY = FREEMZ = FREE

X = 1.0 kNY = 0.0 kNZ = 5.6 kNMX = FREEMY = FREEMZ = FREE

X = -0.2 kNY = FREEZ = FREEMX = FREEMY = FREEMZ = FREE

Load 1XY

Z

DL reactions




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X = -8.5 kNY = 0.0 kNZ = -21.2 kNMX = FREEMY = FREEMZ = FREE


Load 2XY

Z

WL reactions




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X = -11.4 kNY = 0.0 kNZ = -24.2 kNMX = FREEMY = FREEMZ = FREE


Load 4XY

Z

Ultimate.reaction(1.35+1.5)

Documents

TGAC - Intermediate Truss2