PRAVEEN P's Activities

How to Model & Analyse an Steel Bracket in Staad

PRAVEEN P — Fri, 04 Mar 2022 11:40:50 GMT

How to Model & Analyze an Steel Bracket in Staad

Steel Bracket Assumed the Two angles connected front to front (with angle plate)

and bolted connection.

loading error

PRAVEEN P — Mon, 07 Mar 2022 08:50:10 GMT

STAAD SPACE
START JOB INFORMATION
JOB NAME MOULDING
JOB CLIENT DAT
JOB REV P1
JOB PART DESIGN OF MOULDING
ENGINEER NAME PPE
CHECKER NAME PPE
APPROVED NAME PPE
ENGINEER DATE 28/02/2022
CHECKER DATE 28/02/2022
APPROVED DATE 28/02/2022
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0.633 0 0; 3 0.633 0 0.452; 4 0.633 0 0.892; 5 0 0 0.452;
6 0 0 0.892; 7 0 0 1.33; 8 0.633 0 1.33; 9 0 0 1.78; 10 0.633 0 1.78;
11 0 0 2.62; 12 0.633 0 2.62; 13 0 0 3.13; 14 0.633 0 3.13;
MEMBER INCIDENCES
1 1 2; 2 5 3; 3 6 4; 4 7 8; 5 9 10; 6 11 12; 7 13 14; 8 1 5; 9 5 6; 10 6 7;
11 7 9; 12 9 11; 13 11 13; 14 2 3; 15 3 4; 16 4 8; 17 8 10; 18 10 12; 19 12 14;
ELEMENT INCIDENCES SHELL
20 5 1 2 3; 21 6 5 3 4; 22 7 6 4 8; 23 9 7 8 10; 24 11 9 10 12; 25 13 11 12 14;
ELEMENT PROPERTY
20 TO 25 THICKNESS 0.008
SUPPORTS
4 6 TO 14 PINNED
DEFINE MATERIAL START
ISOTROPIC STEEL
E 1.99947e+08
POISSON 0.3
DENSITY 76.8191
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
ISOTROPIC STEEL_275_NMM2
E 2.04999e+08
POISSON 0.3
DENSITY 76.9995
ALPHA 6.66667e-06
DAMP 0.03
G 7.88458e+07
TYPE STEEL
STRENGTH FY 274999 FU 409998 RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
G 9.28139e+06
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
1 TO 19 TABLE ST TUB1001005
CONSTANTS
MATERIAL STEEL ALL
*PERFORM ANALYSIS
*CHANGE
LOAD 6 LOADTYPE None TITLE LIVE LOAD (LL)
JOINT LOAD
12 FY -2.94
LOAD 1 LOADTYPE Dead TITLE LOAD CASE 1
SELFWEIGHT Y -1
LOAD 2 LOADTYPE Live TITLE LOAD CASE 2
MEMBER LOAD
6 CON GY -2.94 0.315 0.05
19 CON GY -2.94 0 0.05
ELEMENT LOAD
20 TO 25 PR GY -4
MEMBER LOAD
1 7 10 TO 13 16 TO 19 UNI GY -0.35 0 0 0.05
LOAD COMB 7 ULC, 1.5 Dead + 1.5 Live
1 1.5 2 1.5
LOAD COMB 8 ULC, 1.2 Dead + 1.2 Live
1 1.2 2 1.2
LOAD COMB 9 ULC, 1.5 Dead
1 1.5
LOAD COMB 10 ULC, 0.9 Dead
1 0.9
LOAD COMB 11 ULC, 1 Dead + 0.35 Live
1 1.0 2 0.35
LOAD COMB 12 ULC, 1 Dead + 1 Live
1 1.0 2 1.0
LOAD COMB 13 ULC, 1 Dead + 0.8 Live
1 1.0 2 0.8
LOAD COMB 14 ULC, 1 Dead
1 1.0
PERFORM ANALYSIS PRINT ALL
PARAMETER 1
CODE IS800 LSD
PERFORM ANALYSIS PRINT ALL
FINISH

How to apply Floor Live Load in Staad

PRAVEEN P — Fri, 04 Mar 2022 09:44:23 GMT

How to apply Floor Live Load in Staad

Ask A Question I

Tue, 01 Mar 2022 07:18:16 GMT

Ask a question in a forum.

Error Analysis Cannot be Performed Since No Load Cases

PRAVEEN P — Tue, 01 Mar 2022 07:55:48 GMT

Please help to remove this error from Staad.

STAAD SPACE
START JOB INFORMATION
JOB NAME MOULDING
JOB CLIENT DAT
JOB REV P1
JOB PART DESIGN OF MOULDING
ENGINEER NAME PPE
CHECKER NAME PPE
APPROVED NAME PPE
ENGINEER DATE 28/02/2022
CHECKER DATE 28/02/2022
APPROVED DATE 28/02/2022
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0.633001 0 0; 3 0.633001 0 0.452001; 4 0.633001 0 0.892002;
5 0 0 0.452001; 6 0 0 0.892002; 7 0 0 1.33; 8 0.633001 0 1.33; 9 0 0 1.777;
10 0.633001 0 1.777; 11 0 0 2.61701; 12 0.633001 0 2.61701; 13 0 0 3.13301;
14 0.633001 0 3.13301;
MEMBER INCIDENCES
1 1 2; 2 5 3; 3 6 4; 4 7 8; 5 9 10; 6 11 12; 7 13 14; 8 1 5; 9 5 6; 10 6 7;
11 7 9; 12 9 11; 13 11 13; 14 2 3; 15 3 4; 16 4 8; 17 8 10; 18 10 12; 19 12 14;
ELEMENT INCIDENCES SHELL
20 5 1 2 3; 21 6 5 3 4; 22 7 6 4 8; 23 9 7 8 10; 24 11 9 10 12; 25 13 11 12 14;
SUPPORTS
4 6 TO 14 PINNED
DEFINE MATERIAL START
ISOTROPIC STEEL
E 1.99947e+08
POISSON 0.3
DENSITY 76.8191
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
ISOTROPIC STEEL_275_NMM2
E 2.04999e+08
POISSON 0.3
DENSITY 76.9995
ALPHA 6.66667e-06
DAMP 0.03
G 7.88458e+07
TYPE STEEL
STRENGTH FY 274999 FU 409998 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
1 TO 19 TABLE ST TUB1001005
CONSTANTS
MATERIAL STEEL MEMB 1 TO 19
PERFORM ANALYSIS
CHANGE
LOAD 6 LOADTYPE None TITLE LIVE LOAD (LL)
JOINT LOAD
12 FY -2.94
LOAD 1 LOADTYPE Dead TITLE LOAD CASE 1
SELFWEIGHT Y -1 LIST ALL
LOAD 2 LOADTYPE Live TITLE LOAD CASE 2
AREA LOAD
1 TO 19 ALOAD -4 GY
MEMBER LOAD
6 CON GY -2.94 0.315 0.05
19 CON GY -2.94 0 0.05
PERFORM ANALYSIS PRINT ALL
PARAMETER 1
CODE IS800 LSD
PERFORM ANALYSIS PRINT ALL
FINISH