WARNING:Section fails while designing section: 0.0 mm
And WARNING:Reinforcement % exceeds maximum limit
even i increase the column size... warnin still occur please help
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 22-Jun-18
END JOB INFORMATION
INPUT WIDTH 79
SET NL
UNIT METER KN
JOINT COORDINATES
1 0 6.2 0; 2 7 6.2 0; 3 7 0 0; 4 16 6.2 0; 5 25 6.2 0; 6 25 0 0; 7 31 6.2 0;
8 31 4.3 0; 10 35 6.2 0; 11 0 6.2 3; 12 7 6.2 3; 13 7 0 3; 14 16 6.2 3;
15 25 6.2 3; 16 25 0 3; 17 31 6.2 3; 18 31 4.3 3; 19 35 6.2 3;
MEMBER INCIDENCES
1 1 2; 2 2 4; 3 4 5; 4 5 7; 5 7 10; 6 2 3; 7 5 6; 8 7 8; 9 3 4; 10 4 6;
11 11 12; 12 12 14; 13 14 15; 14 15 17; 15 17 19; 16 12 13; 17 15 16; 18 17 18;
19 13 14; 20 14 16; 21 1 11; 22 2 12; 23 4 14; 24 5 15; 25 7 17; 26 10 19;
27 6 16; 28 3 13;
MEMBER CURVE
9 19 RADIUS 9 GAMMA 0 PRESSURE 0
10 20 RADIUS 9 GAMMA 0 PRESSURE 0
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 25000
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
6 TO 8 16 TO 18 PRIS YD 0.45 ZD 0.45
9 10 19 20 PRIS YD 0.7 ZD 0.8
1 TO 5 11 TO 15 PRIS YD 0.6 ZD 0.7
21 TO 26 PRIS YD 0.4 ZD 0.3
27 28 PRIS YD 0.5 ZD 0.5
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 3 6 8 10 11 13 16 18 19 FIXED
DEFINE 1893 LOAD
ZONE 0.36 RF 5 I 1.5 SS 2 ST 1 DM 0.0005
SELFWEIGHT 1
MEMBER WEIGHT
1 TO 5 11 TO 15 UNI 5.06
FLOOR WEIGHT
YRANGE 0 6.5 FLOAD 5.27
YRANGE 0 6.5 FLOAD 5
LOAD 1 LOADTYPE Dead TITLE SELF WEGHT
SELFWEIGHT Y -1
LOAD 2 LOADTYPE Dead TITLE DEAD LOAD OF SLAB
FLOOR LOAD
YRANGE 0 6.5 FLOAD -5.27 GY
LOAD 3 LOADTYPE Dead TITLE DEAD LOAD OF RAILING
MEMBER LOAD
1 TO 5 11 TO 15 UNI GY -5.06
LOAD 4 LOADTYPE Live REDUCIBLE TITLE SLAB LLIVE LOAD
FLOOR LOAD
YRANGE 0 6.5 FLOAD -5 GY
LOAD 5 LOADTYPE Seismic TITLE RESPONSE SPECTRUM +X
SELFWEIGHT X 1
SELFWEIGHT Y 1
SELFWEIGHT Z 1
MEMBER LOAD
1 TO 5 11 TO 15 UNI GY 5.06
1 TO 5 11 TO 15 UNI GZ 5.06
FLOOR LOAD
YRANGE 0 6.5 FLOAD 5.27 GX
YRANGE 0 6.5 FLOAD 5.27 GY
YRANGE 0 6.5 FLOAD 5.27 GZ
YRANGE 0 6.5 FLOAD 5 GX
YRANGE 0 6.5 FLOAD 5 GY
YRANGE 0 6.5 FLOAD 5 GZ
MEMBER LOAD
1 TO 5 11 TO 15 UNI GX 5.06
SPECTRUM CSM 1893 X 692257 ACC DAMP 0.05
SOIL TYPE 2
LOAD 6 LOADTYPE Seismic TITLE RESPONSE SPECTRUM +Z
SPECTRUM CSM 1893 Z 0.088 ACC DAMP 0.05
SOIL TYPE 2
LOAD COMB 7 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
1 1.5 2 1.5 3 1.5 4 1.5
LOAD COMB 8 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
1 1.2 2 1.2 3 1.2 4 1.2
LOAD COMB 9 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
1 1.2 2 1.2 3 1.2 4 1.2 5 1.2
LOAD COMB 10 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
1 1.2 2 1.2 3 1.2 4 1.2 6 1.2
LOAD COMB 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 5
1 1.2 2 1.2 3 1.2 4 1.2 5 -1.2
LOAD COMB 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 6
1 1.2 2 1.2 3 1.2 4 1.2 6 -1.2
LOAD COMB 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 7
1 1.5 2 1.5 3 1.5
LOAD COMB 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 8
1 1.5 2 1.5 3 1.5 5 1.5
LOAD COMB 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 9
1 1.5 2 1.5 3 1.5 6 1.5
LOAD COMB 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 10
1 1.5 2 1.5 3 1.5 5 -1.5
LOAD COMB 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 11
1 1.5 2 1.5 3 1.5 6 -1.5
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
DESIGN BEAM 1 TO 5 11 TO 15 21 TO 28
DESIGN COLUMN 6 TO 10 16 TO 20
UNIT MMS NEWTON
FC 25 ALL
FYMAIN 500 ALL
MINMAIN 12 ALL
MINSEC 10 ALL
MAXMAIN 32 ALL
MAXSEC 25 ALL
END CONCRETE DESIGN
FINISH