STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 16-Dec-22
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
5914 1.00136e-05 212.95 0.000299931; 5915 3.19992 212.95 0.000299931;
5916 6.4004 212.95 0.000299931; 5917 1.00136e-05 215.81 0.000299931;
5918 3.19992 215.81 0.000299931; 5919 6.4004 215.81 0.000299931;
5920 1.00136e-05 219.31 0.000299931; 5921 3.19992 219.31 0.000299931;
5922 6.4004 219.31 0.000299931; 5923 1.00136e-05 222.81 0.000299931;
5924 3.19992 222.81 0.000299931; 5925 6.4004 222.81 0.000299931;
MEMBER INCIDENCES
1 5914 5917; 2 5915 5918; 3 5916 5919; 4 5917 5920; 5 5918 5921; 6 5919 5922;
7 5920 5923; 8 5921 5924; 9 5922 5925; 10 5917 5918; 11 5918 5919;
12 5920 5921; 13 5921 5922; 14 5923 5924; 15 5924 5925;
START GROUP DEFINITION
ELEMENT
JOINT
_F1 5914
_F2 5915
_F3 5916
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC M30
E 2.73861e+07
POISSON 0.17
DENSITY 25
ALPHA 1e-05
DAMP 0.05
G 9.28139e+06
TYPE CONCRETE
STRENGTH FCU 30000
END DEFINE MATERIAL
CONSTANTS
MATERIAL M30 ALL
MEMBER PROPERTY INDIAN
1 TO 9 PRIS YD 0.4 ZD 0.7
10 TO 15 PRIS YD 0.35 ZD 0.35
*5917 TO 5925 PINNED
SUPPORTS
5914 TO 5916 FIXED
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Mass  TITLE MASS
LOAD R2 LOADTYPE Mass  TITLE REF MASS MODEL
LOAD R3 LOADTYPE Mass  TITLE REF MASS MODEL
SELFWEIGHT X 1 
SELFWEIGHT Y 1 
SELFWEIGHT Z 1 
MEMBER LOAD
10 TO 13 UNI GX 24.11
10 TO 13 UNI GY 24.11
10 TO 13 UNI GZ 24.11
END DEFINE REFERENCE LOADS
DEFINE IS1893 2016 LOAD
ZONE 0.24 RF 5 I 1.5 SS 2 ST 5 DM 0.05 GL 215.45
*JOINT WEIGHT
*5914 WEIGHT 12.733
*5915 WEIGHT 12.733
*5917 WEIGHT 66.596
*5918 WEIGHT 114.596
*5919 WEIGHT 66.605
*5920 WEIGHT 65.426
*5921 WEIGHT 113.374
*5922 WEIGHT 65.435
*5923 WEIGHT 16.456
*5924 WEIGHT 20.601
*5925 WEIGHT 16.457
CUT OFF MODE SHAPE 50
******************
LOAD 1 EQX
SPECTRUM CQC IS1893 2016 X 0.036 DAMP 0.05
SOIL TYPE 2
**********
**********
LOAD 2 EQY
SPECTRUM CQC IS1893 2016 Y 0.024 DAMP 0.05
SOIL TYPE 2
**********
**********
LOAD 3 EQZ
SPECTRUM CQC IS1893 2016 Z 0.036 DAMP 0.05
SOIL TYPE 2
**********
PERFORM ANALYSIS
**********
LOAD 4 LOADTYPE Dead  TITLE DEAD
**********
SELFWEIGHT Y -1 
MEMBER LOAD
10 TO 13 UNI GY -24.11
**********
**********
LOAD 5 WL +Z
*********
MEMBER LOAD
5 8 UNI GZ 3.73
4 6 7 9 UNI GZ 1.98
**********
**********
LOAD 6 WL -Z
**********
MEMBER LOAD
5 8 UNI GZ -3.73
4 6 7 9 UNI GZ -1.98
**********
**********
LOAD COMB 18 +EQX
1 1.0 2 0.3 3 0.3 
LOAD COMB 19 -EQX
1 -1.0 2 0.3 3 0.3 
LOAD COMB 20 +EQZ
3 1.0 2 0.3 1 0.3 
LOAD COMB 21 -EQZ
3 -1.0 2 0.3 1 0.3 
*************
*************
**********
*********SERVICIBILITY
LOAD COMB 100 1.0DL
4 1.0 
LOAD COMB 101 1.0DL+1.0EQX+0.3EQY+0.3EQZ
4 1.0 18 1.0 
LOAD COMB 102 1.0DL-1.0EQX-0.3EQY-0.3EQZ
4 1.0 19 -1.0 
LOAD COMB 103 1.0DL+1.0EQZ+0.3EQX+0.3EQY
4 1.0 20 1.0 
LOAD COMB 104 1.0DL-1.0EQZ+0.3EQX+0.3EQY
4 1.0 21 -1.0 
LOAD COMB 107 1.0DL+1.0WL+Z
4 1.0 5 1.0 
LOAD COMB 108 1.0DL+1.0WL-Z
4 1.0 6 1.0 
**********
**********LIMIT STATE
LOAD COMB 200 1.5DL
4 1.5 
LOAD COMB 201 1.5DL+1.5EQX+0.45EQY+0.45EQZ
4 1.5 18 1.5 
LOAD COMB 202 1.5DL-1.5EQX+0.45EQY+0.45EQZ
4 1.5 19 1.5 
LOAD COMB 203 1.5DL+1.5EQZ+0.45EQX+0.45EQY
4 1.5 20 1.5 
LOAD COMB 204 1.5DL-1.5EQZ+0.45EQX+0.45EQY
4 1.5 21 1.5 
LOAD COMB 207 1.5DL+1.5WL+Z
4 1.5 5 1.5 
LOAD COMB 208 1.5DL+1.5WL-Z
4 1.5 6 1.5 
LOAD COMB 217 0.9DL+1.5EQX+0.45EQY+0.45EQZ
4 0.9 18 1.5 
LOAD COMB 218 0.9DL-1.5EQX+0.45EQY+0.45EQZ
4 0.9 19 1.5 
LOAD COMB 219 0.9DL+1.5EQZ+0.45EQX+0.45EQY
4 0.9 20 1.5 
LOAD COMB 220 0.9DL-1.5EQZ+0.45EQX+0.45EQY
4 0.9 21 1.5 
**********
PERFORM ANALYSIS
**********
DEFINE ENVELOPE
100 TO 104 107 108 ENVELOPE 1 TYPE SERVICEABILITY
200 TO 204 207 208 217 TO 220 ENVELOPE 2 TYPE STRENGTH
END DEFINE ENVELOPE
**********
LOAD LIST ENV 2
**********
START CONCRETE DESIGN
CODE IS13920 2016
FC 30000 ALL
FYMAIN 500000 ALL
FYSEC 415000 ALL
GLD 100 MEMB 1 TO 9
TRACK 2 ALL
MAXMAIN 20 ALL
TRACK 4 ALL
CLEAR 0.04 MEMB 4 TO 15
CLEAR 0.05 MEMB 1 TO 3
ELZ 1.2 MEMB 1 TO 9
ELY 5.63 MEMB 4 TO 9
ELY 6.895 MEMB 1 TO 3
DESIGN BEAM 10 TO 15
DESIGN COLUMN 1 TO 9
END CONCRETE DESIGN
FINISH
