SPACE GASS Text File - Version 900

UNITS LENGTH:m, SECTION:m, STRENGTH:kPa, DENSITY:T/m^3, TEMP:Celsius, &

FORCE:kN, MOMENT:kNm, MASS:T, ACC:m/sec^2, TRANS:m, STRESS:kPa

HEADINGS

"SPACE GASS Worked Example"

"25m Single Span Portal Frame"

"PS"

""

NODES

1,0.000,0.000

2,0.000,3.750

3,0.000,7.500

4,1.630,7.585

5,3.260,7.671

6,6.250,7.828

7,12.500,8.155

8,18.750,7.828

9,21.740,7.671

10,23.370,7.585

11,25.000,7.500

12,25.000,3.750

13,25.000,0.000

MEMBERS

1,0.00,0, ,N,1, 2,1,1,FFFFFF,FFFFFF

2,0.00,0, ,N,2, 3,1,1,FFFFFF,FFFFFF

3,0.00,0, ,N,3, 4,3,1,FFFFFF,FFFFFF

4,0.00,0, ,N,4, 5,4,1,FFFFFF,FFFFFF

5,0.00,0, ,N,5, 6,2,1,FFFFFF,FFFFFF

6,0.00,0, ,N,6, 7,2,1,FFFFFF,FFFFFF

7,0.00,0, ,N,7, 8,2,1,FFFFFF,FFFFFF

8,0.00,0, ,N,8, 9,2,1,FFFFFF,FFFFFF

9,0.00,0, ,N,9,10,4,1,FFFFFF,FFFFFF

10,0.00,0, ,N,10,11,3,1,FFFFFF,FFFFFF

11,0.00,0, ,N,11,12,1,1,FFFFFF,FFFFFF

12,0.00,0, ,N,12,13,1,1,FFFFFF,FFFFFF

RESTRAINTS

1,FFFFFR

2,RRFFFR,Y

13,FFFFFR

SECTIONS

1,"530 UB 92","AUST250", ,"C1"

2,"360 UB 51","AUST250", ,"R1"

3,"360 UB 51-A","", ,"HNCH ",N,0.10773E-01,0.472E-06,0.14524E-04,0.63586E-03

4,"360 UB 51-B","", ,"S4 ",N,0.96446E-02,0.472E-06,0.14519E-04,0.36376E-03

MATERIALS

1,"STEEL","METRIC"

NODELOADS

2,7,0.0,-4.5

MEMBFORCES

1,3,1,A,%,0.0,100.0,0.0,0.0,-0.9,-0.9

1,4,1,A,%,0.0,100.0,0.0,0.0,-0.9,-0.9

1,5,1,A,%,0.0,100.0,0.0,0.0,-0.9,-0.9

1,6,1,A,%,0.0,100.0,0.0,0.0,-0.9,-0.9

1,7,1,A,%,0.0,100.0,0.0,0.0,-0.9,-0.9

1,8,1,A,%,0.0,100.0,0.0,0.0,-0.9,-0.9

1,9,1,A,%,0.0,100.0,0.0,0.0,-0.9,-0.9

1,10,1,A,%,0.0,100.0,0.0,0.0,-0.9,-0.9

2,3,1,G,%,0.0,100.0,0.0,0.0,-2.250,-2.250

2,4,1,G,%,0.0,100.0,0.0,0.0,-2.250,-2.250

2,5,1,G,%,0.0,100.0,0.0,0.0,-2.250,-2.250

2,6,1,G,%,0.0,100.0,0.0,0.0,-2.250,-2.250

2,7,1,G,%,0.0,100.0,0.0,0.0,-2.250,-2.250

2,8,1,G,%,0.0,100.0,0.0,0.0,-2.250,-2.250

2,9,1,G,%,0.0,100.0,0.0,0.0,-2.250,-2.250

2,10,1,G,%,0.0,100.0,0.0,0.0,-2.250,-2.250

3,1,1,G,%,0.0,100.0,6.300,6.300,0.0,0.0

3,2,1,G,%,0.0,100.0,6.300,6.300,0.0,0.0

3,3,1,L,%,0.0,100.0,0.0,0.0,6.480,6.480

3,4,1,L,%,0.0,100.0,0.0,0.0,6.480,6.480

3,5,1,L,%,0.0,100.0,0.0,0.0,6.480,6.480

3,6,1,L,A,0.0,1.7410,0.0,0.0,6.480,6.480

3,6,2,L,A,1.7410,6.2590,0.0,0.0,3.600,3.600

3,7,1,L,A,0.0,3.4820,0.0,0.0,3.600,3.600

3,7,2,L,A,3.4820,6.2590,0.0,0.0,2.160,2.160

3,8,1,L,%,0.0,100.0,0.0,0.0,2.160,2.160

3,9,1,L,%,0.0,100.0,0.0,0.0,2.160,2.160

3,10,1,L,%,0.0,100.0,0.0,0.0,2.160,2.160

3,11,1,G,%,0.0,100.0,4.500,4.500,0.0,0.0

3,12,1,G,%,0.0,100.0,4.500,4.500,0.0,0.0

4,1,1,L,%,0.0,100.0,0.0,0.0,4.140,4.140

4,2,1,L,%,0.0,100.0,0.0,0.0,4.140,4.140

4,3,1,L,%,0.0,100.0,0.0,0.0,5.040,5.040

4,4,1,L,%,0.0,100.0,0.0,0.0,5.040,5.040

4,5,1,L,%,0.0,100.0,0.0,0.0,5.040,5.040

4,6,1,L,%,0.0,100.0,0.0,0.0,5.040,5.040

4,7,1,L,%,0.0,100.0,0.0,0.0,5.040,5.040

4,8,1,L,%,0.0,100.0,0.0,0.0,5.040,5.040

4,9,1,L,%,0.0,100.0,0.0,0.0,5.040,5.040

4,10,1,L,%,0.0,100.0,0.0,0.0,5.040,5.040

4,11,1,L,%,0.0,100.0,0.0,0.0,4.140,4.140

4,12,1,L,%,0.0,100.0,0.0,0.0,4.140,4.140

5,1,1,L,%,0.0,100.0,0.0,0.0,1.440,1.440

5,2,1,L,%,0.0,100.0,0.0,0.0,1.440,1.440

5,3,1,L,%,0.0,100.0,0.0,0.0,1.440,1.440

5,4,1,L,%,0.0,100.0,0.0,0.0,1.440,1.440

5,5,1,L,%,0.0,100.0,0.0,0.0,1.440,1.440

5,6,1,L,%,0.0,100.0,0.0,0.0,1.440,1.440

5,7,1,L,%,0.0,100.0,0.0,0.0,1.440,1.440

5,8,1,L,%,0.0,100.0,0.0,0.0,1.440,1.440

5,9,1,L,%,0.0,100.0,0.0,0.0,1.440,1.440

5,10,1,L,%,0.0,100.0,0.0,0.0,1.440,1.440

5,11,1,L,%,0.0,100.0,0.0,0.0,1.440,1.440

5,12,1,L,%,0.0,100.0,0.0,0.0,1.440,1.440

6,1,1,L,%,0.0,100.0,0.0,0.0,4.680,4.680

6,2,1,L,%,0.0,100.0,0.0,0.0,4.680,4.680

6,3,1,L,%,0.0,100.0,0.0,0.0,4.680,4.680

6,4,1,L,%,0.0,100.0,0.0,0.0,4.680,4.680

6,5,1,L,%,0.0,100.0,0.0,0.0,4.680,4.680

6,6,1,L,%,0.0,100.0,0.0,0.0,4.680,4.680

6,7,1,L,%,0.0,100.0,0.0,0.0,4.680,4.680

6,8,1,L,%,0.0,100.0,0.0,0.0,4.680,4.680

6,9,1,L,%,0.0,100.0,0.0,0.0,4.680,4.680

6,10,1,L,%,0.0,100.0,0.0,0.0,4.680,4.680

6,11,1,L,%,0.0,100.0,0.0,0.0,4.680,4.680

6,12,1,L,%,0.0,100.0,0.0,0.0,4.680,4.680

7,1,1,L,%,0.0,100.0,0.0,0.0,0.9,0.9

7,2,1,L,%,0.0,100.0,0.0,0.0,0.9,0.9

7,3,1,L,%,0.0,100.0,0.0,0.0,0.9,0.9

7,4,1,L,%,0.0,100.0,0.0,0.0,0.9,0.9

7,5,1,L,%,0.0,100.0,0.0,0.0,0.9,0.9

7,6,1,L,%,0.0,100.0,0.0,0.0,0.9,0.9

7,7,1,L,%,0.0,100.0,0.0,0.0,0.9,0.9

7,8,1,L,%,0.0,100.0,0.0,0.0,0.9,0.9

7,9,1,L,%,0.0,100.0,0.0,0.0,0.9,0.9

7,10,1,L,%,0.0,100.0,0.0,0.0,0.9,0.9

7,11,1,L,%,0.0,100.0,0.0,0.0,0.9,0.9

7,12,1,L,%,0.0,100.0,0.0,0.0,0.9,0.9

SELFWEIGHT

1,0.0,-9.807E-03,0.0

COMBINATIONS

10,1,1.25

10,2,1.50

11,1,0.80

11,3,1.00

11,6,1.00

12,1,1.25

12,3,1.00

12,6,-0.96

13,1,0.80

13,4,1.00

13,7,1.00

14,1,1.25

14,5,1.00

14,7,-6.50

TITLES

1,Dead load (DL)

2,Live load including 4.5kN at ridge (LL)

3,Cross wind (CW)

4,Longitudinal wind at first internal frame (LW1)

5,Longitudinal wind with 0.2 external suction (LW2)

6,Cross wind internal pressure (IPCW)

7,Longitudinal wind internal pressure (IPLW)

10,1.25DL+1.5LL

11,0.8DL+CW+IPCW

12,1.25DL+CW+ISCW

13,0.8DL+LW1+IPLW

14,1.25DL+LW2+ISLW

STEELMEMBERS

1,"","1,2",N,A,C,A ,N,20.0,1.7,Y,1.0,1.0, &

"1.2,2.4,3.6,5.3,7",RLLLLFIF,"",RF,N,N,A,C,Y,W,0,0.02

2,"","5,6",N,A,C,A ,N,12.517,1.2,Y,1.0,1.0, &

"1.3,2.5,3.7,4.9,6.1,7.3,8.1",RLLLLLLLF,"4.9",RLF,N,N,A,C,Y,W,0,0.02

3,"","8,7",N,A,C,A ,N,12.517,1.2,Y,1.0,1.0, &

"1.3,2.5,3.7,4.9,6.1,7.3,8.1",RLLLLLLLF,"4.9",RLF,N,N,A,C,Y,W,0,0.02

4,"","12,11",N,A,C,A ,N,20.0,1.7,Y,1.0,1.0, &

"1.2,2.4,3.6,5.3,7",RLLLLFIF,"",RF,N,N,A,C,Y,W,0,0.02

END