↧
Error. Density not provided. Selfweight Command Ignored
↧
why is the unity check greater than 1 when it doesn't add up to 1
here it shows the check being 2.297
The ratios don't add up to 2.297 and end up being less than 1. what am I missing?
↧
↧
Error message
*** STAAD.Pro ERROR MESSAGE ***
NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.
I was trying to define my seismic loads with reference load. I am not sure if this is the cause of the error. Please advise. Thanks.
↧
REGARDING FOR THE LOAD RELEASE
DEAR SIR,
I HAVE ATTACHED A IMAGE SO INEED TO CLARIFY THE LOAD RELEASE PLEASE CONCEPT IN STAAD .
↧
Command for increasing the default value for rigid diaphragm
Good day technical support,
what's the command to increase the number of rigid diaphragm?
Thank you
George
↧
↧
Self Supported Arch roof analysis
I want to analyse the roof structure for dead load, live load and wind load. I am confused about the direction of the loading on the plates. Can anyone give me some suggestion?
Also How can i analyse the running beam that will carry the load? We use a running angle that is welded with the beam and the roof is screwed with the arch roof
communities.bentley.com/.../ARCH-ROOF.std
↧
Continous Support - Staad pro ver. 22
Hi Technical Support,
What command in Staad Pro. ver.22 instruct staad pro for continous wall footing, retaining wall as well?
Thank you
George
↧
RCDC
Can anybody please guide me how to proceed to learn RCDC.
↧
how to reduce deflection????
↧
↧
*** STAAD.Pro ERROR MESSAGE *** NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.
I am getting error message in the subject line. Below is my command file.
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 16-Nov-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 2 0 0; 3 15.5 0 0; 4 17.5 0 0; 5 2 -3 0; 6 15.5 -3 0;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 5 2; 5 6 3;
START GROUP DEFINITION
MEMBER
_BEAM 1 TO 3
_COLUMN 4 5
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+06
POISSON 0.3
DENSITY 0.489024
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
ISOTROPIC STEEL_50_KSI
E 4.176e+06
POISSON 0.3
DENSITY 0.489024
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 7200 FU 8928 RY 1.5 RT 1.2
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL_50_KSI ALL
MEMBER PROPERTY AMERICAN
1 TO 5 TABLE ST W8X31
SUPPORTS
5 6 FIXED BUT MZ
DEFINE IBC 2015
ZIP 88256 I 1.25 RX 3.5 RZ 3.5 SCLASS 3 TL 12 FA 1.3 FV 1.5
DEFINE WIND LOAD
TYPE 1 WIND_FULL
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 120.000 MPH 4 2 2 0 0.000 FT 0.000 FT 0.000 FT 1 0 6.000 -
FT 20.000 FT 0.500 FT 0.600 2.000 0.010 0 0 0 0 0.849 1.000 1.000 0.850 0 0 -
0 0 0.898 1.600 -0.550
!> END GENERATED DATA BLOCK
INT 0.0382005 0.0382005 HEIG 0 15
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead TITLE DEAD LOAD
SELFWEIGHT Y -1
END DEFINE REFERENCE LOADS
LOAD 1 LOADTYPE Seismic TITLE SEISMIC LOAD +X
IBC LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic TITLE SEISMIC LOAD +Z
IBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Wind TITLE WIND LOAD +X
WIND LOAD X 1 TYPE 1 OPEN
LOAD 4 LOADTYPE Wind TITLE WIND LOAD +Z
WIND LOAD Z 1 TYPE 1 OPEN
LOAD 5 LOADTYPE Dead TITLE DEAD LOAD
SELFWEIGHT Y -1
MEMBER LOAD
2 UNI GY -0.02 0 2
1 UNI GY -0.02 1 2
LOAD 6 LOADTYPE Live TITLE LIVE LOAD
MEMBER LOAD
2 CON GY -16 4
2 CON GY -1.5 7
2 CON GY -1.5 9
2 CON GY -1.5 13.5
LOAD 7 LOADTYPE Wind TITLE WIND LOAD
MEMBER LOAD
1 TO 5 UNI GZ 0.05
2 CON GX 2 4
LOAD 8 LOADTYPE Snow TITLE SNOW LOAD
MEMBER LOAD
1 TO 3 UNI GY -0.01
LOAD 9 Generated AISC:360-2010 PUBLIC 1
REPEAT LOAD
5 1.4
REFERENCE LOAD
R1 1.4
LOAD 10 Generated AISC:360-2010 PUBLIC 2
REPEAT LOAD
5 1.2 6 1.6
REFERENCE LOAD
R1 1.2
LOAD 11 Generated AISC:360-2010 PUBLIC 3
REPEAT LOAD
5 1.2 6 1.6 8 0.5
REFERENCE LOAD
R1 1.2
LOAD 12 Generated AISC:360-2010 PUBLIC 4
REPEAT LOAD
5 1.2 6 0.5
REFERENCE LOAD
R1 1.2
LOAD 13 Generated AISC:360-2010 PUBLIC 5
REPEAT LOAD
5 1.2 3 0.8
REFERENCE LOAD
R1 1.2
LOAD 14 Generated AISC:360-2010 PUBLIC 6
REPEAT LOAD
5 1.2 4 0.8
REFERENCE LOAD
R1 1.2
LOAD 15 Generated AISC:360-2010 PUBLIC 7
REPEAT LOAD
5 1.2 7 0.8
REFERENCE LOAD
R1 1.2
LOAD 16 Generated AISC:360-2010 PUBLIC 8
REPEAT LOAD
5 1.2 6 0.5 8 1.6
REFERENCE LOAD
R1 1.2
LOAD 17 Generated AISC:360-2010 PUBLIC 9
REPEAT LOAD
5 1.2 3 0.8 8 1.6
REFERENCE LOAD
R1 1.2
LOAD 18 Generated AISC:360-2010 PUBLIC 10
REPEAT LOAD
5 1.2 4 0.8 8 1.6
REFERENCE LOAD
R1 1.2
LOAD 19 Generated AISC:360-2010 PUBLIC 11
REPEAT LOAD
5 1.2 7 0.8 8 1.6
REFERENCE LOAD
R1 1.2
LOAD 20 Generated AISC:360-2010 PUBLIC 12
REPEAT LOAD
5 1.2 6 0.5 3 1.6
REFERENCE LOAD
R1 1.2
LOAD 21 Generated AISC:360-2010 PUBLIC 13
REPEAT LOAD
5 1.2 6 0.5 4 1.6
REFERENCE LOAD
R1 1.2
LOAD 22 Generated AISC:360-2010 PUBLIC 14
REPEAT LOAD
5 1.2 6 0.5 7 1.6
REFERENCE LOAD
R1 1.2
LOAD 23 Generated AISC:360-2010 PUBLIC 15
REPEAT LOAD
5 1.2 6 0.5 3 1.6 8 0.5
REFERENCE LOAD
R1 1.2
LOAD 24 Generated AISC:360-2010 PUBLIC 16
REPEAT LOAD
5 1.2 6 0.5 4 1.6 8 0.5
REFERENCE LOAD
R1 1.2
LOAD 25 Generated AISC:360-2010 PUBLIC 17
REPEAT LOAD
5 1.2 6 0.5 7 1.6 8 0.5
REFERENCE LOAD
R1 1.2
LOAD 26 Generated AISC:360-2010 PUBLIC 18
REPEAT LOAD
5 1.2 6 0.5 1 1.0 8 0.2
REFERENCE LOAD
R1 1.2
LOAD 27 Generated AISC:360-2010 PUBLIC 19
REPEAT LOAD
5 1.2 6 0.5 2 1.0 8 0.2
REFERENCE LOAD
R1 1.2
LOAD 28 Generated AISC:360-2010 PUBLIC 20
REPEAT LOAD
5 1.2 6 0.5 1 -1.0 8 0.2
REFERENCE LOAD
R1 1.2
LOAD 29 Generated AISC:360-2010 PUBLIC 21
REPEAT LOAD
5 1.2 6 0.5 2 -1.0 8 0.2
REFERENCE LOAD
R1 1.2
LOAD 30 Generated AISC:360-2010 PUBLIC 22
REPEAT LOAD
5 0.9 3 1.6
REFERENCE LOAD
R1 0.9
LOAD 31 Generated AISC:360-2010 PUBLIC 23
REPEAT LOAD
5 0.9 4 1.6
REFERENCE LOAD
R1 0.9
LOAD 32 Generated AISC:360-2010 PUBLIC 24
REPEAT LOAD
5 0.9 7 1.6
REFERENCE LOAD
R1 0.9
LOAD 33 Generated AISC:360-2010 PUBLIC 25
REPEAT LOAD
5 0.9 1 1.0
REFERENCE LOAD
R1 0.9
LOAD 34 Generated AISC:360-2010 PUBLIC 26
REPEAT LOAD
5 0.9 2 1.0
REFERENCE LOAD
R1 0.9
LOAD 35 Generated AISC:360-2010 PUBLIC 27
REPEAT LOAD
5 0.9 1 -1.0
REFERENCE LOAD
R1 0.9
LOAD 36 Generated AISC:360-2010 PUBLIC 28
REPEAT LOAD
5 0.9 2 -1.0
REFERENCE LOAD
R1 0.9
LOAD 37 Generated IBC-2012 Table10ASD241 1
REPEAT LOAD
5 1.0
REFERENCE LOAD
R1 1.0
LOAD 38 Generated IBC-2012 Table10ASD241 2
REPEAT LOAD
5 1.0 6 1.0
REFERENCE LOAD
R1 1.0
LOAD 39 Generated IBC-2012 Table10ASD241 3
REPEAT LOAD
5 1.0 8 1.0
REFERENCE LOAD
R1 1.0
LOAD 40 Generated IBC-2012 Table10ASD241 4
REPEAT LOAD
5 1.0 6 0.75
REFERENCE LOAD
R1 1.0
LOAD 41 Generated IBC-2012 Table10ASD241 5
REPEAT LOAD
5 1.0 6 0.75 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 42 Generated IBC-2012 Table10ASD241 6
REPEAT LOAD
5 1.0 3 0.6
REFERENCE LOAD
R1 1.0
LOAD 43 Generated IBC-2012 Table10ASD241 7
REPEAT LOAD
5 1.0 4 0.6
REFERENCE LOAD
R1 1.0
LOAD 44 Generated IBC-2012 Table10ASD241 8
REPEAT LOAD
5 1.0 7 0.6
REFERENCE LOAD
R1 1.0
LOAD 45 Generated IBC-2012 Table10ASD241 9
REPEAT LOAD
5 1.0 1 0.7
REFERENCE LOAD
R1 1.0
LOAD 46 Generated IBC-2012 Table10ASD241 10
REPEAT LOAD
5 1.0 2 0.7
REFERENCE LOAD
R1 1.0
LOAD 47 Generated IBC-2012 Table10ASD241 11
REPEAT LOAD
5 1.0 1 -0.7
REFERENCE LOAD
R1 1.0
LOAD 48 Generated IBC-2012 Table10ASD241 12
REPEAT LOAD
5 1.0 2 -0.7
REFERENCE LOAD
R1 1.0
LOAD 49 Generated IBC-2012 Table10ASD241 13
REPEAT LOAD
5 1.0 6 0.75 3 0.45
REFERENCE LOAD
R1 1.0
LOAD 50 Generated IBC-2012 Table10ASD241 14
REPEAT LOAD
5 1.0 6 0.75 4 0.45
REFERENCE LOAD
R1 1.0
LOAD 51 Generated IBC-2012 Table10ASD241 15
REPEAT LOAD
5 1.0 6 0.75 7 0.45
REFERENCE LOAD
R1 1.0
LOAD 52 Generated IBC-2012 Table10ASD241 16
REPEAT LOAD
5 1.0 6 0.75 3 0.45 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 53 Generated IBC-2012 Table10ASD241 17
REPEAT LOAD
5 1.0 6 0.75 4 0.45 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 54 Generated IBC-2012 Table10ASD241 18
REPEAT LOAD
5 1.0 6 0.75 7 0.45 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 55 Generated IBC-2012 Table10ASD241 19
REPEAT LOAD
5 1.0 6 0.75 1 0.525 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 56 Generated IBC-2012 Table10ASD241 20
REPEAT LOAD
5 1.0 6 0.75 2 0.525 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 57 Generated IBC-2012 Table10ASD241 21
REPEAT LOAD
5 1.0 6 0.75 1 -0.525 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 58 Generated IBC-2012 Table10ASD241 22
REPEAT LOAD
5 1.0 6 0.75 2 -0.525 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 59 Generated IBC-2012 Table10ASD241 23
REPEAT LOAD
5 0.6 3 0.6
REFERENCE LOAD
R1 0.6
LOAD 60 Generated IBC-2012 Table10ASD241 24
REPEAT LOAD
5 0.6 4 0.6
REFERENCE LOAD
R1 0.6
LOAD 61 Generated IBC-2012 Table10ASD241 25
REPEAT LOAD
5 0.6 7 0.6
REFERENCE LOAD
R1 0.6
LOAD 62 Generated IBC-2012 Table10ASD241 26
REPEAT LOAD
5 0.6 1 0.7
REFERENCE LOAD
R1 0.6
LOAD 63 Generated IBC-2012 Table10ASD241 27
REPEAT LOAD
5 0.6 2 0.7
REFERENCE LOAD
R1 0.6
LOAD 64 Generated IBC-2012 Table10ASD241 28
REPEAT LOAD
5 0.6 1 -0.7
REFERENCE LOAD
R1 0.6
LOAD 65 Generated IBC-2012 Table10ASD241 29
REPEAT LOAD
5 0.6 2 -0.7
REFERENCE LOAD
R1 0.6
DEFINE ENVELOPE
9 TO 36 ENVELOPE 1
37 TO 65 ENVELOPE 2
PARAMETER 1
CODE AISC UNIFIED 2016
METHOD LRFD
FYLD 7200 ALL
CHECK CODE ALL
PARAMETER 2
CODE AISC UNIFIED 2016
DFF 420 ALL
CHECK CODE ALL
PARAMETER 3
CODE AISC UNIFIED 2016
CHECK CODE ALL
PERFORM ANALYSIS PRINT ALL
FINISH
↧
*** STAAD.Pro ERROR MESSAGE *** NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.
I am getting error message in the subject line. Below is my command file.
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 16-Nov-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 2 0 0; 3 15.5 0 0; 4 17.5 0 0; 5 2 -3 0; 6 15.5 -3 0;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 5 2; 5 6 3;
START GROUP DEFINITION
MEMBER
_BEAM 1 TO 3
_COLUMN 4 5
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+06
POISSON 0.3
DENSITY 0.489024
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
ISOTROPIC STEEL_50_KSI
E 4.176e+06
POISSON 0.3
DENSITY 0.489024
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 7200 FU 8928 RY 1.5 RT 1.2
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL_50_KSI ALL
MEMBER PROPERTY AMERICAN
1 TO 5 TABLE ST W8X31
SUPPORTS
5 6 FIXED BUT MZ
DEFINE IBC 2015
ZIP 88256 I 1.25 RX 3.5 RZ 3.5 SCLASS 3 TL 12 FA 1.3 FV 1.5
DEFINE WIND LOAD
TYPE 1 WIND_FULL
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 120.000 MPH 4 2 2 0 0.000 FT 0.000 FT 0.000 FT 1 0 6.000 -
FT 20.000 FT 0.500 FT 0.600 2.000 0.010 0 0 0 0 0.849 1.000 1.000 0.850 0 0 -
0 0 0.898 1.600 -0.550
!> END GENERATED DATA BLOCK
INT 0.0382005 0.0382005 HEIG 0 15
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead TITLE DEAD LOAD
SELFWEIGHT Y -1
END DEFINE REFERENCE LOADS
LOAD 1 LOADTYPE Seismic TITLE SEISMIC LOAD +X
IBC LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic TITLE SEISMIC LOAD +Z
IBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Wind TITLE WIND LOAD +X
WIND LOAD X 1 TYPE 1 OPEN
LOAD 4 LOADTYPE Wind TITLE WIND LOAD +Z
WIND LOAD Z 1 TYPE 1 OPEN
LOAD 5 LOADTYPE Dead TITLE DEAD LOAD
SELFWEIGHT Y -1
MEMBER LOAD
2 UNI GY -0.02 0 2
1 UNI GY -0.02 1 2
LOAD 6 LOADTYPE Live TITLE LIVE LOAD
MEMBER LOAD
2 CON GY -16 4
2 CON GY -1.5 7
2 CON GY -1.5 9
2 CON GY -1.5 13.5
LOAD 7 LOADTYPE Wind TITLE WIND LOAD
MEMBER LOAD
1 TO 5 UNI GZ 0.05
2 CON GX 2 4
LOAD 8 LOADTYPE Snow TITLE SNOW LOAD
MEMBER LOAD
1 TO 3 UNI GY -0.01
LOAD 9 Generated AISC:360-2010 PUBLIC 1
REPEAT LOAD
5 1.4
REFERENCE LOAD
R1 1.4
LOAD 10 Generated AISC:360-2010 PUBLIC 2
REPEAT LOAD
5 1.2 6 1.6
REFERENCE LOAD
R1 1.2
LOAD 11 Generated AISC:360-2010 PUBLIC 3
REPEAT LOAD
5 1.2 6 1.6 8 0.5
REFERENCE LOAD
R1 1.2
LOAD 12 Generated AISC:360-2010 PUBLIC 4
REPEAT LOAD
5 1.2 6 0.5
REFERENCE LOAD
R1 1.2
LOAD 13 Generated AISC:360-2010 PUBLIC 5
REPEAT LOAD
5 1.2 3 0.8
REFERENCE LOAD
R1 1.2
LOAD 14 Generated AISC:360-2010 PUBLIC 6
REPEAT LOAD
5 1.2 4 0.8
REFERENCE LOAD
R1 1.2
LOAD 15 Generated AISC:360-2010 PUBLIC 7
REPEAT LOAD
5 1.2 7 0.8
REFERENCE LOAD
R1 1.2
LOAD 16 Generated AISC:360-2010 PUBLIC 8
REPEAT LOAD
5 1.2 6 0.5 8 1.6
REFERENCE LOAD
R1 1.2
LOAD 17 Generated AISC:360-2010 PUBLIC 9
REPEAT LOAD
5 1.2 3 0.8 8 1.6
REFERENCE LOAD
R1 1.2
LOAD 18 Generated AISC:360-2010 PUBLIC 10
REPEAT LOAD
5 1.2 4 0.8 8 1.6
REFERENCE LOAD
R1 1.2
LOAD 19 Generated AISC:360-2010 PUBLIC 11
REPEAT LOAD
5 1.2 7 0.8 8 1.6
REFERENCE LOAD
R1 1.2
LOAD 20 Generated AISC:360-2010 PUBLIC 12
REPEAT LOAD
5 1.2 6 0.5 3 1.6
REFERENCE LOAD
R1 1.2
LOAD 21 Generated AISC:360-2010 PUBLIC 13
REPEAT LOAD
5 1.2 6 0.5 4 1.6
REFERENCE LOAD
R1 1.2
LOAD 22 Generated AISC:360-2010 PUBLIC 14
REPEAT LOAD
5 1.2 6 0.5 7 1.6
REFERENCE LOAD
R1 1.2
LOAD 23 Generated AISC:360-2010 PUBLIC 15
REPEAT LOAD
5 1.2 6 0.5 3 1.6 8 0.5
REFERENCE LOAD
R1 1.2
LOAD 24 Generated AISC:360-2010 PUBLIC 16
REPEAT LOAD
5 1.2 6 0.5 4 1.6 8 0.5
REFERENCE LOAD
R1 1.2
LOAD 25 Generated AISC:360-2010 PUBLIC 17
REPEAT LOAD
5 1.2 6 0.5 7 1.6 8 0.5
REFERENCE LOAD
R1 1.2
LOAD 26 Generated AISC:360-2010 PUBLIC 18
REPEAT LOAD
5 1.2 6 0.5 1 1.0 8 0.2
REFERENCE LOAD
R1 1.2
LOAD 27 Generated AISC:360-2010 PUBLIC 19
REPEAT LOAD
5 1.2 6 0.5 2 1.0 8 0.2
REFERENCE LOAD
R1 1.2
LOAD 28 Generated AISC:360-2010 PUBLIC 20
REPEAT LOAD
5 1.2 6 0.5 1 -1.0 8 0.2
REFERENCE LOAD
R1 1.2
LOAD 29 Generated AISC:360-2010 PUBLIC 21
REPEAT LOAD
5 1.2 6 0.5 2 -1.0 8 0.2
REFERENCE LOAD
R1 1.2
LOAD 30 Generated AISC:360-2010 PUBLIC 22
REPEAT LOAD
5 0.9 3 1.6
REFERENCE LOAD
R1 0.9
LOAD 31 Generated AISC:360-2010 PUBLIC 23
REPEAT LOAD
5 0.9 4 1.6
REFERENCE LOAD
R1 0.9
LOAD 32 Generated AISC:360-2010 PUBLIC 24
REPEAT LOAD
5 0.9 7 1.6
REFERENCE LOAD
R1 0.9
LOAD 33 Generated AISC:360-2010 PUBLIC 25
REPEAT LOAD
5 0.9 1 1.0
REFERENCE LOAD
R1 0.9
LOAD 34 Generated AISC:360-2010 PUBLIC 26
REPEAT LOAD
5 0.9 2 1.0
REFERENCE LOAD
R1 0.9
LOAD 35 Generated AISC:360-2010 PUBLIC 27
REPEAT LOAD
5 0.9 1 -1.0
REFERENCE LOAD
R1 0.9
LOAD 36 Generated AISC:360-2010 PUBLIC 28
REPEAT LOAD
5 0.9 2 -1.0
REFERENCE LOAD
R1 0.9
LOAD 37 Generated IBC-2012 Table10ASD241 1
REPEAT LOAD
5 1.0
REFERENCE LOAD
R1 1.0
LOAD 38 Generated IBC-2012 Table10ASD241 2
REPEAT LOAD
5 1.0 6 1.0
REFERENCE LOAD
R1 1.0
LOAD 39 Generated IBC-2012 Table10ASD241 3
REPEAT LOAD
5 1.0 8 1.0
REFERENCE LOAD
R1 1.0
LOAD 40 Generated IBC-2012 Table10ASD241 4
REPEAT LOAD
5 1.0 6 0.75
REFERENCE LOAD
R1 1.0
LOAD 41 Generated IBC-2012 Table10ASD241 5
REPEAT LOAD
5 1.0 6 0.75 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 42 Generated IBC-2012 Table10ASD241 6
REPEAT LOAD
5 1.0 3 0.6
REFERENCE LOAD
R1 1.0
LOAD 43 Generated IBC-2012 Table10ASD241 7
REPEAT LOAD
5 1.0 4 0.6
REFERENCE LOAD
R1 1.0
LOAD 44 Generated IBC-2012 Table10ASD241 8
REPEAT LOAD
5 1.0 7 0.6
REFERENCE LOAD
R1 1.0
LOAD 45 Generated IBC-2012 Table10ASD241 9
REPEAT LOAD
5 1.0 1 0.7
REFERENCE LOAD
R1 1.0
LOAD 46 Generated IBC-2012 Table10ASD241 10
REPEAT LOAD
5 1.0 2 0.7
REFERENCE LOAD
R1 1.0
LOAD 47 Generated IBC-2012 Table10ASD241 11
REPEAT LOAD
5 1.0 1 -0.7
REFERENCE LOAD
R1 1.0
LOAD 48 Generated IBC-2012 Table10ASD241 12
REPEAT LOAD
5 1.0 2 -0.7
REFERENCE LOAD
R1 1.0
LOAD 49 Generated IBC-2012 Table10ASD241 13
REPEAT LOAD
5 1.0 6 0.75 3 0.45
REFERENCE LOAD
R1 1.0
LOAD 50 Generated IBC-2012 Table10ASD241 14
REPEAT LOAD
5 1.0 6 0.75 4 0.45
REFERENCE LOAD
R1 1.0
LOAD 51 Generated IBC-2012 Table10ASD241 15
REPEAT LOAD
5 1.0 6 0.75 7 0.45
REFERENCE LOAD
R1 1.0
LOAD 52 Generated IBC-2012 Table10ASD241 16
REPEAT LOAD
5 1.0 6 0.75 3 0.45 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 53 Generated IBC-2012 Table10ASD241 17
REPEAT LOAD
5 1.0 6 0.75 4 0.45 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 54 Generated IBC-2012 Table10ASD241 18
REPEAT LOAD
5 1.0 6 0.75 7 0.45 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 55 Generated IBC-2012 Table10ASD241 19
REPEAT LOAD
5 1.0 6 0.75 1 0.525 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 56 Generated IBC-2012 Table10ASD241 20
REPEAT LOAD
5 1.0 6 0.75 2 0.525 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 57 Generated IBC-2012 Table10ASD241 21
REPEAT LOAD
5 1.0 6 0.75 1 -0.525 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 58 Generated IBC-2012 Table10ASD241 22
REPEAT LOAD
5 1.0 6 0.75 2 -0.525 8 0.75
REFERENCE LOAD
R1 1.0
LOAD 59 Generated IBC-2012 Table10ASD241 23
REPEAT LOAD
5 0.6 3 0.6
REFERENCE LOAD
R1 0.6
LOAD 60 Generated IBC-2012 Table10ASD241 24
REPEAT LOAD
5 0.6 4 0.6
REFERENCE LOAD
R1 0.6
LOAD 61 Generated IBC-2012 Table10ASD241 25
REPEAT LOAD
5 0.6 7 0.6
REFERENCE LOAD
R1 0.6
LOAD 62 Generated IBC-2012 Table10ASD241 26
REPEAT LOAD
5 0.6 1 0.7
REFERENCE LOAD
R1 0.6
LOAD 63 Generated IBC-2012 Table10ASD241 27
REPEAT LOAD
5 0.6 2 0.7
REFERENCE LOAD
R1 0.6
LOAD 64 Generated IBC-2012 Table10ASD241 28
REPEAT LOAD
5 0.6 1 -0.7
REFERENCE LOAD
R1 0.6
LOAD 65 Generated IBC-2012 Table10ASD241 29
REPEAT LOAD
5 0.6 2 -0.7
REFERENCE LOAD
R1 0.6
DEFINE ENVELOPE
9 TO 36 ENVELOPE 1
37 TO 65 ENVELOPE 2
PARAMETER 1
CODE AISC UNIFIED 2016
METHOD LRFD
FYLD 7200 ALL
CHECK CODE ALL
PARAMETER 2
CODE AISC UNIFIED 2016
DFF 420 ALL
CHECK CODE ALL
PARAMETER 3
CODE AISC UNIFIED 2016
CHECK CODE ALL
PERFORM ANALYSIS PRINT ALL
FINISH
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Deflection Check in STAAD as per AISC 360
I am not getting correct output for Deflection check . I have already defined required paraemeters however the critical loadcase for all beam shown as last defined loadcase . Also the values of Permissible deflection shown is not correct . My beam length is 6 000 mm and I have defined value of 360 but it is showing different value . I am checking deflection as per AISC -360 unified code ASD method . I am getting failures in the beam however when I check maximum vertical deflection at middle node , it is less than permissible value .
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MSTower
I am trying to create RF panel for tower loading. I am finding it quite difficult to do. I can load the Dishes but I can't find the RF panels in the Ms_anc.lib can any one assist me in getting a comprehensive ancillary library file or teach me how to create one?
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Number of iteration for Pdelta
Hi,
Good day.
I just want to know how to get the number of iterations for pdelta analysis. (or a good number to use)
Every increase in the number of iteration also increase the displacement and stress by a large percent after a certain iteration (say, 14 to 15)
Thanks.
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Feature Request | Addition of more section databases in the Section Wizard
Hello.
On clicking Section wizard > 'Create Standard Section' (highlighted in red box) > Double prismatic I section (pressed icon)
I can find only a few databases in the 'Database option'. Most importantly, the Euro sections are NOT included.
Why is that? Why can't all the available section databases in STAAD.Pro, be available by default?
Regards,
Deb
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Does Staad.beava still available inside Structural Enterprise?
Dear Bentley,
One of our client would like to purchase add-on Staad.beava for their existing Staad.Pro under select,
Since Staad.beava no longer available as add-on but was available under Structural enterprise.
But as I downloaded latest Structural Enterprise brochure, I'm unable to find Staad.beava compare to previous brochure.
Please advise how to purchase the Staad.beava.
URGENT.
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Rotation of structure
I tried to rotate the structure using the rotate option. When the struture rotated, the beta angle of the individual members also changed. Is there any option in staad to rotate the structure with out changing the beta angle of section ?
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TORSION FAILURE MESSAGE
We have a issue,
We prepared a design to our client in tender stage.
Same model now when it is analysed in Staad connect there are failure messages (below is the screen shot).
There are many beams with this failure message,
Can you let us know is there any major modification done in Connect Version, how to overcome this impact.
Pls advice, why is this implication.
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DETAILED CALCULATION IN OUT PUT FILE
CAN I GET DETAILED CALCULATIONS WITH FORMULAS IN OUTPUT FILE OF STADD PRO. FOR CONCRETE COULUMN AND BEAM DESIGN
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Step by step calculation of concrete beam and column and slab
I am using indian code IS 456. I want to see step by step calculation report of each beam and column in stadd pro what should i do. I am using stadd pro ss6.
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