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Staad RCDC Beam/column are missing

Chris Johnson
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I am new to staad and my analytical model is completed. But whenever I try to launch staad RCDC to design beams or columns I get the message "Beam/columns are missing". Any clues on what's going on  ? 

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  • 0 Offline
    YES WE CAN DISCUSS IN WHATSUP77031211 SEND ME INVITATION 
    CAN YOU SEND ME IN MY EMAIL LATEST VERSION OF STAAD PRO CONNECT EDITION SINCE IT IS VERY IMPORTANT FOR ME I WANNA MAKE PROJECT WITH IT                                                                                                                                                                                AND I GOT ANOTHER PROBLEM JUST WHEN I OPEN RCDC IT DISPLAYS THIS MESSAGE 

  • 0 Offline in reply to Ranjana Shinde

    Mam Please help me. facing same issue I have design column but in Beam design  It is showing Beam is missing.

    STAAD SPACE
    START JOB INFORMATION
    ENGINEER DATE 25-Jul-18
    END JOB INFORMATION
    INPUT WIDTH 79
    SET PRINT 1
    UNIT METER KN
    JOINT COORDINATES
    1 0 0 0; 2 1 0 -1.35; 3 3.30001 0 -1.35; 4 0 0 2.4; 5 3.30001 0 2.4; 6 0 2 0;
    7 1 2 -1.35; 8 3.30001 2 -1.35; 9 0 2 2.4; 10 3.30001 2 2.4; 11 0 5.75001 0;
    12 1 5.75001 -1.35; 13 3.30001 5.75001 -1.35; 14 0 5.75001 2.4;
    15 3.30001 5.75001 2.4; 16 1 2 2.4; 17 1 2 0; 19 1 5.75001 0;
    22 0 5.75001 -1.35; 23 1 5.75001 2.4;
    MEMBER INCIDENCES
    1 1 6; 2 6 11; 3 2 7; 4 7 12; 5 3 8; 6 8 13; 7 4 9; 8 9 14; 9 5 10; 10 10 15;
    21 7 8; 22 9 16; 23 9 6; 24 10 8; 25 16 10; 26 16 17; 27 17 7; 28 6 17;
    51 13 12; 52 14 23; 53 14 11; 54 15 13; 58 11 19; 59 23 15; 61 12 22; 62 11 22;
    63 12 19; 64 19 23;
    DEFINE PMEMBER
    52 59 PMEMBER 1
    DEFINE MATERIAL START
    ISOTROPIC CONCRETE
    E 3.3e+07
    POISSON 0.2
    DENSITY 23.5616
    ALPHA 1e-05
    DAMP 0.05
    TYPE CONCRETE
    STRENGTH FCU 30000
    END DEFINE MATERIAL
    MEMBER PROPERTY AMERICAN
    1 TO 10 PRIS YD 0.23 ZD 0.23
    21 TO 28 PRIS YD 0.3 ZD 0.23
    51 TO 54 58 59 61 TO 64 PRIS YD 0.3 ZD 0.2
    CONSTANTS
    MATERIAL CONCRETE ALL
    SUPPORTS
    1 TO 5 FIXED
    MEMBER RELEASE
    28 58 START MX
    25 END MX
    51 START MX
    21 START MX
    24 START MX
    23 START MX
    7 START MX
    8 START MX
    1 START MX
    2 START MX
    10 START MX
    9 START MX
    59 START MX
    53 START MX
    54 START MX
    6 START MX
    5 START MX
    4 START MX
    3 START MX
    26 START MX MZ
    58 END MZ
    28 END MZ
    64 END MX
    63 START MX
    62 START MX
    61 START MX
    52 START MX
    DEFINE UBC LOAD
    ZONE 0.2 I 1 RWX 3.5 RWZ 3.5 STYP 4
    SELFWEIGHT 1
    MEMBER WEIGHT
    21 TO 28 UNI 12.19
    54 UNI 1.125
    51 61 UNI 1.125
    53 62 UNI 1.125
    52 59 UNI 1.125
    FLOOR WEIGHT
    *live load
    YRANGE 5.5 5.8 FLOAD 0.25 XRANGE 0 3.5 ZRANGE -1.4 2.5
    FLOOR WEIGHT
    *Roof Slab Self weight (Max 150mm thick)
    YRANGE 5.5 5.8 FLOAD 3.75 XRANGE 0 3.5 ZRANGE -1.4 2.5
    *Roof Water Proof Plaster (Max 50mm thick)
    YRANGE 5.5 5.8 FLOAD 1 XRANGE 0 3.5 ZRANGE -1.4 2.5
    * 25 % of LL => (-1.781x25/100) = -0.445)
    LOAD 1 LOADTYPE Seismic TITLE SEISMIC X DIRECTION
    UBC LOAD X 1
    PERFORM ANALYSIS
    CHANGE
    LOAD 2 LOADTYPE Seismic TITLE SEISMIC -X DIRECTION
    UBC LOAD X -1
    PERFORM ANALYSIS
    CHANGE
    LOAD 3 LOADTYPE Seismic TITLE SEISMIC Z DIRECTION
    UBC LOAD Z 1
    PERFORM ANALYSIS
    CHANGE
    LOAD 4 LOADTYPE Seismic TITLE SEISMIC -Z DIRECTION
    UBC LOAD Z -1
    PERFORM ANALYSIS
    CHANGE
    LOAD 5 LOADTYPE None TITLE DL
    SELFWEIGHT Y -1
    *SELFWEIGHT Y -1 LIST 51
    *SELFWEIGHT Y -1 LIST 53
    *SELFWEIGHT Y -1 LIST 52
    MEMBER LOAD
    21 TO 28 UNI GY -12.19
    MEMBER LOAD
    *Load DUE to Projected Slab (0.3X0.15X25=1.125KN/M)
    54 UNI GY -1.125
    51 61 UNI GY -1.125
    53 62 UNI GY -1.125
    52 59 UNI GY -1.125
    FLOOR LOAD
    *Roof Slab Self weight (Max 150mm thick)
    YRANGE 5.5 5.8 FLOAD -3.75 XRANGE 0 3.5 ZRANGE -1.4 2.5 GY
    *Roof Water Proof Plaster (Max 50mm thick)
    YRANGE 5.5 5.8 FLOAD -1 XRANGE 0 3.5 ZRANGE -1.4 2.5 GY
    LOAD 6 LOADTYPE None TITLE LL
    FLOOR LOAD
    *live load
    YRANGE 5.5 5.8 FLOAD -1 XRANGE 0 3.5 ZRANGE -1.4 2.5 GY
    LOAD 7 LOADTYPE None TITLE WIND +X
    MEMBER LOAD
    4 UNI GX 0.36
    4 UNI GZ -2.05
    2 UNI GX 1.36
    2 UNI GZ -0.62
    8 UNI GX 1
    8 UNI GZ 2.05
    6 UNI GX 0.43
    6 UNI GZ -2.05
    10 UNI GX 1.18
    10 UNI GZ 2.05
    *12 FX 1.37
    *7 FX 0.95
    *11 FX 3.35
    *6 FX 2.31
    *14 FX 2.52
    *9 FX 1.74
    *13 FX 4.5
    *8 FX 3.11
    *15 FX 4.5
    *10 FX 3.11
    *11 FZ -4.1
    *6 FZ -2.83
    *12 FZ -8.71
    *7 FZ -6
    *13 FZ -5.89
    *8 FZ -4.06
    *14 FZ 9.35
    *9 FZ 6.45
    *15 FZ 9.35
    *10 FZ 6.45
    LOAD 8 LOADTYPE None TITLE WIND -X
    MEMBER LOAD
    4 UNI GX -0.43
    4 UNI GZ -2.05
    2 UNI GX -1.61
    2 UNI GZ -0.62
    8 UNI GX -1.18
    8 UNI GZ 2.05
    6 UNI GX -0.36
    6 UNI GZ -2.05
    10 UNI GX -1
    10 UNI GZ 2.05
    *13 FX -3.62
    *8 FX -2.5
    *15 FX -3.62
    *10 FX -2.5
    *12 FX -1.71
    *7 FX -1.18
    *11 FX -4.16
    *6 FX -2.87
    *14 FX -3.14
    *9 FX -2.16
    *11 FZ -4.1
    *6 FZ -2.83
    *12 FZ -8.71
    *7 FZ -6
    *13 FZ -5.89
    *8 FZ -4.06
    *14 FZ 9.35
    *9 FZ 6.45
    *15 FZ 9.35
    *10 FZ 6.45
    LOAD 9 LOADTYPE None TITLE WIND +Z
    MEMBER LOAD
    4 UNI GZ 0.88
    4 UNI GX -0.84
    2 UNI GZ 0.27
    2 UNI GX -3.17
    6 UNI GZ 0.61
    6 UNI GX 2.33
    8 UNI GZ 1.02
    8 UNI GX 2.33
    10 UNI GZ 1.02
    10 UNI GX -2.33
    *11 FZ 1.76
    *6 FZ 1.21
    *12 FZ 3.73
    *7 FZ 2.57
    *13 FZ 2.52
    *8 FZ 1.74
    *14 FZ 5.05
    *9 FZ 3.48
    *15 FZ 5.05
    *10 FZ 3.48
    *12 FX -3.2
    *7 FX -2.21
    *11 FX -7.81
    *6 FX -5.39
    *14 FX -5.89
    *9 FX -4.06
    *13 FX 8.45
    *8 FX 5.83
    *15 FX 8.45
    *10 FX 5.83
    LOAD 10 LOADTYPE None TITLE WIND -Z
    MEMBER LOAD
    4 UNI GZ -1.02
    4 UNI GX -0.84
    2 UNI GZ -0.31
    2 UNI GX -3.17
    6 UNI GZ -0.71
    6 UNI GX 2.33
    8 UNI GZ -0.88
    8 UNI GX -2.33
    10 UNI GZ -0.88
    10 UNI GX 2.33
    *14 FZ -4.01
    *9 FZ -2.76
    *15 FZ -4.01
    *10 FZ -2.76
    *11 FZ -2.21
    *6 FZ -1.53
    *12 FZ -4.7
    *7 FZ -3.24
    *13 FZ -3.18
    *8 FZ -2.19
    *12 FX -3.2
    *7 FX -2.21
    *11 FX -7.81
    *6 FX -5.39
    *14 FX -5.89
    *9 FX -4.06
    *13 FX 8.45
    *8 FX 5.83
    *15 FX 8.45
    *10 FX 5.83
    *---------------------------------------------------------------------------
    *LOAD COMBINATION FOR FRAME DESIGN
    *---------------------------------------------------------------------------
    LOAD COMB 101 1.35DL
    5 1.35
    LOAD COMB 102 1.35DL+1.50LL
    5 1.35 6 1.5
    LOAD COMB 103 1.0DL+0.3LL+1.0EX
    5 1.0 6 0.3 1 1.0
    LOAD COMB 104 1.0DL+0.3LL-1.0EX
    5 1.0 6 0.3 2 1.0
    LOAD COMB 105 1.0DL+0.3LL+1.0EZ
    5 1.0 6 0.3 3 1.0
    LOAD COMB 106 1.0DL+0.3LL-1.0EZ
    5 1.0 6 0.3 4 1.0
    LOAD COMB 107 1DL+1.0EX
    5 1.0 1 1.0
    LOAD COMB 108 1DL-1.0EX
    5 1.0 2 1.0
    LOAD COMB 109 1DL+1.0EZ
    5 1.0 3 1.0
    LOAD COMB 110 1DL-1.0EZ
    5 1.0 4 1.0
    LOAD COMB 111 1.35DL+1.50LL+0.9WX
    5 1.35 6 1.5 7 0.9
    LOAD COMB 112 1.35DL+1.50LL-0.9WX
    5 1.35 6 1.5 8 0.9
    LOAD COMB 113 1.35DL+1.50LL+0.9WZ
    5 1.35 6 1.5 9 0.9
    LOAD COMB 114 1.35DL+1.50LL-0.9WZ
    5 1.35 6 1.5 10 0.9
    LOAD COMB 115 1.35DL+1.5WX
    5 1.35 7 1.5
    LOAD COMB 116 1.35DL-1.5WX
    5 1.35 8 1.5
    LOAD COMB 117 1.35DL+1.5WZ
    5 1.35 9 1.5
    LOAD COMB 118 1.35DL-1.5WZ
    5 1.35 10 1.5
    LOAD COMB 119 0.9DL+0.9WX
    5 0.9 7 0.9
    LOAD COMB 120 0.9DL-0.9WX
    5 0.9 8 0.9
    LOAD COMB 121 0.9DL+0.9WZ
    5 0.9 9 0.9
    LOAD COMB 122 0.9DL-0.9WZ
    5 0.9 10 0.9
    *---------------------------------------------------------------------------
    *LOAD COMBINATION FOR FOOTING DESIGN
    *---------------------------------------------------------------------------
    LOAD COMB 201 1.0DL
    5 1.0
    LOAD COMB 202 1.0DL+1.3LL
    5 1.0 6 1.3
    LOAD COMB 203 1.0DL+0.3LL+1.0EX
    5 1.0 6 0.3 1 1.0
    LOAD COMB 204 1.0DL+0.3LL-1.0EX
    5 1.0 6 0.3 2 1.0
    LOAD COMB 205 1.0DL+0.3LL+1.0EZ
    5 1.0 6 0.3 3 1.0
    LOAD COMB 206 1.0DL+0.3LL-1.0EZ
    5 1.0 6 0.3 4 1.0
    LOAD COMB 207 1.0DL+1.0EX
    5 1.0 1 1.0
    LOAD COMB 208 1.0DL-1.0EX
    5 1.0 2 1.0
    LOAD COMB 209 1.0DL+1.0EZ
    5 1.0 3 1.0
    LOAD COMB 210 1.0DL-1.0EZ
    5 1.0 4 1.0
    LOAD COMB 211 1.0DL+1.3LL+0.78WX
    5 1.0 6 1.3 7 0.78
    LOAD COMB 212 1.0DL+1.3LL-0.78WX
    5 1.0 6 1.3 8 0.78
    LOAD COMB 213 1.0DL+1.3LL+0.78WZ
    5 1.0 6 1.3 9 0.78
    LOAD COMB 214 1.0DL+1.3LL-0.78WZ
    5 1.0 6 1.3 10 0.78
    LOAD COMB 215 1.0DL+1.3WX
    5 1.0 7 1.3
    LOAD COMB 216 1.0DL-1.3WX
    5 1.0 8 1.3
    LOAD COMB 217 1.0DL+1.3WZ
    5 1.0 9 1.3
    LOAD COMB 218 1.0DL-1.3WZ
    5 1.0 10 1.3
    LOAD COMB 219 1.0DL+0.78WX
    5 1.0 7 0.78
    LOAD COMB 220 1.0DL-0.78WX
    5 1.0 8 0.78
    LOAD COMB 221 1.0DL+0.78WZ
    5 1.0 9 0.78
    LOAD COMB 222 1.0DL-0.78WZ
    5 1.0 10 0.78
    PERFORM ANALYSIS PRINT STATICS CHECK
    START CONCRETE DESIGN
    CODE ACI
    TRACK 2 MEMB 1 TO 10 21 TO 28 54 58
    FC 30000 MEMB 1 TO 10 21 TO 28 54 58
    FYMAIN 460000 MEMB 1 TO 10 21 TO 28 54 58
    FYSEC 460000 MEMB 1 TO 10 21 TO 28 54 58
    MAXMAIN 25 MEMB 1 TO 10 21 TO 28 54 58
    MINMAIN 12 MEMB 1 TO 10 21 TO 28 54 58
    MINSEC 8 MEMB 1 TO 10 21 TO 28 54 58
    SFACE 0.3 MEMB 1 TO 10 21 TO 28 54 58
    DESIGN COLUMN 1 TO 10
    DESIGN BEAM 21 TO 28
    DESIGN BEAM 54 58
    CONCRETE TAKE
    END CONCRETE DESIGN
    FINISH

  • 0 Offline in reply to Saidujama Shaikh

    I tried with your model and was able to import the beams at top level i RCDC.

    I am using the latest version 23.0.01.24. Can you please try in this latest version and let me know if that solves the issue.

    Thanks & Regards,
    Abhisek Mandal
    Global Technical Support

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