STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 04-May-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 1 1 0; 3 7 4 0; 4 7 1 0; 5 1 1 4; 7 7 4 4; 8 7 1 4; 9 1 4 0; 10 1 4 4;
MEMBER INCIDENCES
1 1 9; 3 3 4; 4 5 10; 6 7 8; 22 7 10; 30 3 9; 37 9 10; 49 3 7;
START GROUP DEFINITION
FLOOR
_TWOWAYSLAB 22 30 37 49
ELEMENT
END GROUP DEFINITION
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
PARAMETRIC MODEL PLATE 
TYPE UNDEFINED
MESH PARAM 0.5 4 1 1
MESH ORG 1 2 3
BOUNDARY 4
2 0 10 6 0 10 7 0 10 3 0 10
END
!> END GENERATED DATA BLOCK
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 3 4 6 22 30 37 49 PRIS YD 0.23 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 4 5 8 FIXED
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 LIST ALL
FLOOR LOAD
_TWOWAYSLAB FLOAD -4 GY
PERFORM ANALYSIS PRINT ALL
START CONCRETE DESIGN
CODE INDIAN
DESIGN BEAM 22 30 37 49
DESIGN COLUMN 1 3 4 6
FC 25000 ALL
FYMAIN 415000 ALL
END CONCRETE DESIGN
FINISH
