error in READING MEMBER PROPERTIES CHECK DATA PLEASE HELP TO SOLVE THIS ERROR

Dhanaji Bangar — Tue, 04 May 2021 04:39:55 GMT

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 02-May-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 3 11.5 0 0; 4 25 0 0; 5 0 0 13.5; 6 11.5 0 13.5; 7 25 0 13.5;
8 0 0 27; 9 11.5 0 27; 10 25 0 27; 11 0 9.3 0; 12 11.5 9.3 0; 13 25 9.3 0;
14 0 9.3 13.5; 15 11.5 9.3 13.5; 16 25 9.3 13.5; 17 0 9.3 27; 18 11.5 9.3 27;
19 25 9.3 27; 20 0 18.6 0; 21 11.5 18.6 0; 22 25 18.6 0; 23 0 18.6 13.5;
24 11.5 18.6 13.5; 25 25 18.6 13.5; 26 0 18.6 27; 27 11.5 18.6 27;
28 25 18.6 27; 29 0 27.9 0; 30 11.5 27.9 0; 31 25 27.9 0; 32 0 27.9 13.5;
33 11.5 27.9 13.5; 34 25 27.9 13.5; 35 0 27.9 27; 36 11.5 27.9 27;
38 11.5 9.3 30.6; 39 25 9.3 30.6; 40 28.6 9.3 13.5; 41 28.6 9.3 27;
42 11.5 18.6 30.6; 43 25 18.6 30.6; 44 28.6 18.6 13.5; 45 28.6 18.6 27;
46 16.5833 9.3 0; 47 16.5833 9.3 13.5; 48 16.5833 18.6 0; 49 16.5833 18.6 13.5;
50 11.5 4.65223 0; 51 25 4.65223 0; 52 11.5 13.9534 0; 53 25 13.9534 0;
MEMBER INCIDENCES
1 1 3; 2 3 4; 3 4 7; 4 7 10; 5 10 9; 6 9 8; 7 8 5; 8 5 1; 9 5 6; 10 6 7;
11 3 6; 12 6 9; 13 1 11; 14 3 12; 15 4 13; 16 5 14; 17 6 15; 18 7 16; 19 8 17;
20 9 18; 21 10 19; 22 11 12; 23 12 46; 24 13 16; 25 16 19; 26 19 18; 27 18 17;
28 17 14; 29 14 11; 30 14 15; 31 15 47; 32 12 15; 33 15 18; 34 11 20; 35 12 21;
36 13 22; 37 14 23; 38 15 24; 39 16 25; 40 17 26; 41 18 27; 42 19 28; 43 20 21;
44 21 48; 45 22 25; 46 25 28; 47 28 27; 48 27 26; 49 26 23; 50 23 20; 51 23 24;
52 24 49; 53 21 24; 54 24 27; 55 20 29; 56 21 30; 57 22 31; 58 23 32; 59 24 33;
60 25 34; 61 26 35; 62 27 36; 64 29 30; 65 30 31; 66 31 34; 69 36 35; 70 35 32;
71 32 29; 72 32 33; 73 33 34; 74 30 33; 75 33 36; 76 18 38; 77 19 39; 78 16 40;
79 19 41; 80 40 41; 81 39 38; 82 27 42; 83 28 43; 84 25 44; 85 28 45; 86 42 43;
87 45 44; 90 46 47; 93 48 49; 96 50 51; 99 52 53; 100 48 22; 101 49 25;
102 46 13; 103 47 16;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.01771e+006
POISSON 0.17
DENSITY 0.668728
ALPHA 5e-006
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 2562.18
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
1 TO 12 22 TO 33 43 TO 54 64 TO 66 69 TO 87 90 93 96 99 TO 103 PRIS YD 1 ZD 1
13 TO 21 34 TO 42 55 TO 62 PRIS YD 1.16 ZD 0.7
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER CRACKED
13 16 TO 21 34 37 TO 42 55 TO 61 -
62 REDUCTION RIX 0.700000 RIY 0.700000 RIZ 0.700000
1 TO 12 22 24 TO 30 32 33 43 45 TO 51 53 54 64 TO 66 69 TO 84 -
85 REDUCTION RIX 0.350000 RIY 0.350000 RIZ 0.350000
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 9.3 JOINT 11 TO 19 38 TO 41 46 TO 49
DIA 2 TYPE RIG HEI 18.6 JOINT 20 TO 28 42 TO 45
DIA 3 TYPE RIG HEI 27.9 JOINT 29 TO 36
SUPPORTS
1 3 TO 10 FIXED
MEMBER RELEASE
90 93 START MX MY MZ
90 93 END MX MY MZ
***Seismic Load Calculation***
DEFINE 1893 LOAD
ZONE 0.36 RF 5 I 1.2 SS 2 ST 1 DM 0.267 PX 0.277 PZ 0.5
SELFWEIGHT ALL
***Dead Load Seismic***
LOAD 5 LOADTYPE Dead TITLE DEAD
SELFWEIGHT LIST 52 101
SELFWEIGHT LIST 44 100
SELFWEIGHT LIST 31 103
SELFWEIGHT LIST 23 102
SELFWEIGHT LIST 35
SELFWEIGHT LIST 36
SELFWEIGHT LIST 14
SELFWEIGHT LIST 15
MEMBER WEIGHT
1 22 43 UNI 10.87
2 TO 8 24 TO 29 45 48 TO 50 54 90 93 UNI 7.67
101 UNI 7.67 0 2.56541
52 UNI 7.67 0 1.5494
100 UNI 7.67 0 2.56541
44 UNI 7.67 0 1.5494
102 UNI 7.67 0 2.56541
23 UNI 7.67 0 1.5494
9 30 UNI 5.2
10 TO 12 32 33 51 53 UNI 3.64
103 UNI 3.64 0 2.56541
31 UNI 3.64 0 1.5494
64 TO 66 69 TO 71 73 75 UNI 2.09
FLOOR WEIGHT
YRANGE 1 6 FLOAD 2.5 XRANGE 0 3.505 ZRANGE 0 8.23
YRANGE 1 6 FLOAD 2.5 XRANGE 3.505 8.717 ZRANGE 4.115 9.327
YRANGE 6 9 FLOAD 2.5 XRANGE 0 7.62 ZRANGE 0 8.23
YRANGE 1 6 FLOAD 1 XRANGE 0 3.505 ZRANGE 0 8.23
YRANGE 1 6 FLOAD 1 XRANGE 3.505 8.717 ZRANGE 3.505 9.237
YRANGE 1 6 FLOAD 1 XRANGE 3.505 7.62 ZRANGE 0 4.115
YRANGE 6 9 FLOAD 1 XRANGE 0 7.62 ZRANGE 0 8.23
YRANGE 1 6 FLOAD 1 XRANGE 0 3.505 ZRANGE 0 8.23
YRANGE 1 6 FLOAD 1 XRANGE 3.505 8.717 ZRANGE 4.115 9.327
ONEWAY LOAD
YRANGE 1 6 ONE 2.5 XRANGE 3.505 5.055 ZRANGE 0 4.115
YRANGE 1 6 ONE 1 XRANGE 3.505 5.055 ZRANGE 0 4.115
MEMBER LOAD
31 52 96 99 101 103 UNI 3.32
*** Live Load Seismic***
LOAD 6 LOADTYPE Live TITLE LIVE
FLOOR WEIGHT
YRANGE 1 6 FLOAD 0.5 XRANGE 0 3.505 ZRANGE 0 8.23
YRANGE 1 6 FLOAD 0.5 XRANGE 3.505 8.717 ZRANGE 4.115 9.327
YRANGE 6 9 FLOAD 0 XRANGE 0 7.62 ZRANGE 0 8.23
ONEWAY LOAD
YRANGE 1 6 ONE 0.5 XRANGE 3.505 5.055 ZRANGE 0 4.115
MEMBER WEIGHT
31 52 96 99 101 103 UNI 0.385
LOAD 7 LOADTYPE Wind TITLE WIND X
***Primary Load Defination***
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 0.056764 HEIG 27.8871
LOAD 1 LOADTYPE Seismic TITLE EQX
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic TITLE EQX-
1893 LOAD X -1
LOAD 3 LOADTYPE Seismic TITLE EQZ
1893 LOAD Z 1
LOAD 4 LOADTYPE Seismic TITLE EQZ-
1893 LOAD Z -1
***Dead Load***
LOAD 5 LOADTYPE Dead TITLE DEAD
SELFWEIGHT Y -1 LIST 1 TO 13 16 TO 22 24 TO 30 32 TO 34 37 TO 43 45 TO 51 -
53 TO 62 64 TO 66 69 TO 85 90
SELFWEIGHT Y -1 LIST 52 101
SELFWEIGHT Y -1 LIST 44 100
SELFWEIGHT Y -1 LIST 31 103
SELFWEIGHT Y -1 LIST 23 102
SELFWEIGHT Y -1 LIST 35
SELFWEIGHT Y -1 LIST 36
SELFWEIGHT Y -1 LIST 14
SELFWEIGHT Y -1 LIST 15
MEMBER LOAD
1 22 43 UNI GY -10.87
2 TO 8 24 TO 29 45 48 TO 50 54 90 93 UNI GY -7.67
101 UNI GY -7.67 0 2.56541
52 UNI GY -7.67 0 1.5494
100 UNI GY -7.67 0 2.56541
44 UNI GY -7.67 0 1.5494
102 UNI GY -7.67 0 2.56541
23 UNI GY -7.67 0 1.5494
9 30 UNI GY -5.2
10 TO 12 32 33 51 53 UNI GY -3.64
103 UNI GY -3.64 0 2.56541
31 UNI GY -3.64 0 1.5494
64 TO 66 69 TO 71 73 75 UNI GY -2.09
FLOOR LOAD
YRANGE 1 6 FLOAD -2.5 XRANGE 0 3.505 ZRANGE 0 8.23 GY
YRANGE 1 6 FLOAD -2.5 XRANGE 3.505 8.717 ZRANGE 4.115 9.327 GY
YRANGE 6 9 FLOAD -2.5 XRANGE 0 7.62 ZRANGE 0 8.23 GY
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505 ZRANGE 0 8.23 GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717 ZRANGE 3.505 9.237 GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 7.62 ZRANGE 0 4.115 GY
YRANGE 6 9 FLOAD -1 XRANGE 0 7.62 ZRANGE 0 8.23 GY
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505 ZRANGE 0 8.23 GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717 ZRANGE 4.115 9.327 GY
ONEWAY LOAD
YRANGE 1 6 ONE -2.5 XRANGE 3.505 5.055 ZRANGE 0 4.115 GY
YRANGE 1 6 ONE -1 XRANGE 3.505 5.055 ZRANGE 0 4.115 GY
MEMBER LOAD
31 52 96 99 101 103 UNI GY -3.32
*** Live Load***
LOAD 6 LOADTYPE Live TITLE LIVE
FLOOR LOAD
YRANGE 1 6 FLOAD -2 XRANGE 0 3.505 ZRANGE 0 8.23 GY
YRANGE 1 6 FLOAD -2 XRANGE 3.505 8.717 ZRANGE 4.115 9.327 GY
YRANGE 6 9 FLOAD -1.5 XRANGE 0 7.62 ZRANGE 0 8.23 GY
ONEWAY LOAD
YRANGE 1 6 ONE -2 XRANGE 3.505 5.055 ZRANGE 0 4.115 GY
MEMBER LOAD
31 52 96 99 101 103 UNI GY -0.77
LOAD 7 LOADTYPE Wind TITLE WIND X
WIND LOAD X 1 TYPE 1 XR 0 3.28083 YR 0 29.5275 ZR 0 27.0013
WIND LOAD -X -1 TYPE 1 XR 16.4042 26.2467 YR 0 29.5275 ZR 0 29.5275
WIND LOAD Z 1 TYPE 1 XR 0 26.2467 YR 0 29.5275 ZR 0 3.28083
WIND LOAD -Z -1 TYPE 1 XR 0 26.2467 YR 0 29.5275 ZR 19.685 29.5275

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Tue, 04 May 2021 02:34:15 GMT

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**ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY.

SHAH NEEL — Thu, 22 Mar 2018 12:13:02 GMT

respected sir,

I am solving a simple supported beam of span 2m. Material = concrete. UDL of 10kN/m throughout the span (2m), but i am getting an error after running analysis.

i am getting an error " **ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY."

i am getting this error again and again after adding all the date correctly. Please guide me to correct this error.

DATA:

1. STAAD SPACE
INPUT FILE: F:\SProV8i SS6\STAAD\Plugins\tutorial.STD
2. START JOB INFORMATION
3. ENGINEER DATE 22-MAR-18
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0; 2 5 0 0
9. MEMBER INCIDENCES
10. 1 1 2
11. DEFINE MATERIAL START
12. ISOTROPIC CONCRETE
13. E 2.17185E+007
14. POISSON 0.17
15. DENSITY 23.5616
16. ALPHA 1E-005
17. DAMP 0.05
18. TYPE CONCRETE
19. STRENGTH FCU 27579
20. END DEFINE MATERIAL
21. MEMBER PROPERTY

**ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY.

staad pro has encountered a problem and needs to close

Mr.Ramesh D — Wed, 30 Mar 2016 08:49:31 GMT

We recently upgrade to staad.pro v8i to latest version 20.07.11.70 .
when we try to run the analysis we got message encountered a problem and needs to close the staad. Please help us on this issue.

Please find attached screen shot for your reference.

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error in READING MEMBER PROPERTIES CHECK DATA PLEASE HELP TO SOLVE THIS ERROR

Ask A Question I

**ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY.

staad pro has encountered a problem and needs to close