I am facing a problem again and again whenever doing the anacommunities.bentley.com/.../grade-3.stdlysis part, load may have lost error occers every time, kindly help
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I am facing a problem again and again whenever doing the analysis part, load may have lost error occers every time, kindly help
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STAAD Pro - Brazilian code Support
Hi,
Will STAAD.Pro support design of Steel and concrete structures as per Brazilian codes?
NBR 6118 | Design of Structural Concrete - Procedure |
NBR 8800/08 | Steel and Composite Structures Design for Buildings |
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In the two way slab, the prototype cannot transfered into staad pro by using run structure wizard in geometry
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Detailed design steel SNiP
Hi, everybody. I try to design Steel construction in Staad Pro advanced connect edition. But I have only utilization ratio - output report. When I choose Russian SNip code for steel I do not receive detail design output.
What I must do for full detail design output. Thanks . Katarina
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Manually set Camber?
I'm analyzing an existing building given the structural drawings. I can manually set the number of studs for each beam, but can I also manually select the amount of camber?
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Please do check my design (steel design parameters specially)
Dear sir,
Greetings!!
Please help me out from this as i am design a peb structure in staad pro its showing fail on 16 mm of web and flange thickness, but my seniors are saying (as per their experience basis only) that the column and rafter will be only on 8 mm web and 10 mm flanges, how its possible
please help me out and please check my model and make my correct my mistake in the design !!
and specially please check the parameters "Ly, Lz, UNT & UNB
thanks in advance !!
STAAD PLANE
START JOB INFORMATION
ENGINEER DATE 09-Aug-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 10 0; 3 50.3 0 0; 4 50.3 10 0; 6 25.15 14.7 0; 7 6.2875 11.175 0;
8 12.575 12.35 0; 9 18.8625 13.525 0; 10 31.4375 13.525 0; 11 37.725 12.35 0;
12 44.0125 11.175 0;
MEMBER INCIDENCES
1 1 2; 4 3 4; 5 2 7; 6 6 10; 7 7 8; 8 8 9; 9 9 6; 10 10 11; 11 11 12; 12 12 4;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 4 TAPERED 0.7 0.016 0.7 0.25 0.025 0.25 0.025
5 6 TAPERED 0.8 0.016 0.6 0.25 0.016 0.25 0.016
7 8 10 11 TAPERED 0.6 0.016 0.6 0.25 0.016 0.25 0.016
9 12 TAPERED 0.6 0.016 0.8 0.25 0.016 0.25 0.016
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 3 PINNED
DEFINE 1893 LOAD
ZONE 0.24 RF 4 I 1 SS 2 ST 1 DM 2
SELFWEIGHT 1
MEMBER WEIGHT
1 4 TO 12 UNI 0.87
LOAD 1 LOADTYPE Seismic TITLE eq
1893 LOAD X 1
LOAD 2 LOADTYPE Dead TITLE d.l
SELFWEIGHT Y -1 LIST ALL
MEMBER LOAD
1 4 TO 12 UNI GY -0.87
LOAD 3 LOADTYPE Wind TITLE wl 1
MEMBER LOAD
1 UNI GX 7.3
5 7 TO 9 UNI Y 5.68
6 10 TO 12 UNI Y 3.24
LOAD 4 LOADTYPE Wind TITLE wl 2
MEMBER LOAD
1 UNI GX 4.06
5 7 TO 9 UNI Y 8.921
6 10 TO 12 UNI Y 6.49
4 UNI GX 3.24
LOAD 5 LOADTYPE Wind TITLE wl3
MEMBER LOAD
1 UNI GX -5.68
5 7 TO 9 UNI Y 8.92
6 10 TO 12 UNI Y 6.49
4 UNI GX 5.68
LOAD 6 LOADTYPE Wind TITLE wl4
MEMBER LOAD
1 UNI GX -2.43
5 7 TO 9 UNI Y 5.68
6 10 TO 12 UNI Y 3.24
LOAD COMB 7 Generated AISC GENERAL 1
2 1.0
LOAD COMB 8 Generated AISC GENERAL 2
2 1.0 3 1.0
LOAD COMB 9 Generated AISC GENERAL 3
2 1.0 4 1.0
LOAD COMB 10 Generated AISC GENERAL 4
2 1.0 5 1.0
LOAD COMB 11 Generated AISC GENERAL 5
2 1.0 6 1.0
LOAD COMB 12 Generated AISC GENERAL 6
2 1.0 1 0.7
LOAD COMB 13 Generated AISC GENERAL 7
2 1.0 1 -0.7
LOAD COMB 14 Generated AISC GENERAL 8
2 1.0 3 0.75
LOAD COMB 15 Generated AISC GENERAL 9
2 1.0 4 0.75
LOAD COMB 16 Generated AISC GENERAL 10
2 1.0 5 0.75
LOAD COMB 17 Generated AISC GENERAL 11
2 1.0 6 0.75
LOAD COMB 18 Generated AISC GENERAL 12
2 1.0 1 0.525
LOAD COMB 19 Generated AISC GENERAL 13
2 1.0 1 -0.525
LOAD COMB 20 Generated AISC GENERAL 14
2 0.6 3 1.0
LOAD COMB 21 Generated AISC GENERAL 15
2 0.6 4 1.0
LOAD COMB 22 Generated AISC GENERAL 16
2 0.6 5 1.0
LOAD COMB 23 Generated AISC GENERAL 17
2 0.6 6 1.0
LOAD COMB 24 Generated AISC GENERAL 18
2 0.6 1 0.7
LOAD COMB 25 Generated AISC GENERAL 19
2 0.6 1 -0.7
PERFORM ANALYSIS PRINT ALL
PARAMETER 1
CODE AISC
FYLD 250000 ALL
LY 1.5 MEMB 5 TO 12
LZ 50.3 MEMB 5 TO 12
UNB 1.5 MEMB 5 TO 12
UNT 1.5 MEMB 5 TO 12
CHECK CODE ALL
PARAMETER 2
CODE AISC
STEEL MEMBER TAKE OFF LIST ALL
FINISH
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Clever Analyses
Hi
Can someone provide pdf tutorials for advanced modelling and analyses issues. for example, in the past i know someone put tubular modelling example using plates. also someone published base plate including stanchion and stiffeners modelling example.
many thanks.
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while designing facade glazing glass structure. i modelled glass as plate element .i applied wind load on glass plate as plate pressure. but when i checked the stress in glass after analysis it is found to be zero stress. how to do
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how to make this type of aluminium section transom and mullion in staad pro. image attached below
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How I can model a cantilever beam with built up channel section arranged face to face and also the distance between these channel sections are varying in staad pro
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*WARNING- NO MEMBERS LOADED FOR A WIND LOAD GENERATION.
*WARNING- NO MEMBERS LOADED FOR A WIND LOAD GENERATION
I tried finding anything regarding this warning in the output viewer but found nothing. What could cause this warning to show up? I reviewed the applied wind load and everything looks normal. I have this warning repeated 4 times at different lines of the input.
File attached.
Thanks.
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STAAD Advanced Concrete Design RCDC (English) 32-bit - not possible to run the application for instalation
I have downloaded the STAAD Advanced Concrete Design RCDC. I am using 64 bit system.
When I run the application as an administer, I got the main screen without any installation option (shown below)
Kindly do the needful
Thanks and Regards
Praveen
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STAAD Foundation Advanced Steel Layers
I am designing a mat slab.
The slab Designer dialogue box allows me to set the top cover and bottom cover. Does the longitudinal or transverse reinforcing have the least cover?
Are layers 1 & 4 always in the longitudinal direction?
Does SFA allow for the reduced capacity of layers 2 & 3 as they have a smaller lever arm (i.e. d2 < d1)?
Would like a quick response as this is my first time using the software and want to know I detail this correctly on a project please.
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Why all the members getting failed, though I am giving all the reinforcement properties
Why all the members getting failed, though I am giving all the reinforcement propertiescommunities.bentley.com/.../2248.Structure1.std
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EXTREMELY SOFT STOREY
Hi Sirs,
I'm having problem with my model.
Upon soft storey checking, my 2nd storey resulted to "extremely soft" along global x. So, I decided to change my column into larger size, but still it appears "extremely soft" in same storey.
I tried to change the property into steel i beam, and still, same result. I also tried to add some shear walls.
Hope you can help me with this.
I'm still a beginner and a graduating student.
Attached herewith is my model in steel structure.
communities.bentley.com/.../2538.Structure1.std
Thank you in advance.
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Regarding VBA Macro MOdels in Structural wizard staad pro
While working with Structural Wizard , I wanted to go with VBA Macro Models , it is showing the SImple Tower and Stadium roof but when i do a double click , there is no box to input the dimension. Instead it is showing some coded message.help me with it.
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STAAD Pro
I noticed today that the model that I am working on has a timestamp date of August 1, 2018 7:76:57. I generated a report for the plate moments and noticed that the Date/Time stamp was July 30 2018 at 12:51
Obviously this cannot be right. Please examine this situation
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Assign physical member for circular beam.
Hi, I am doing a circular beam analysis in staad pro V8i using section wizard. The issue is I don't know how to assign physical member for circular beam. Please help me if anyone knows. Thanks in advance...
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RAM Gable Roof Modeling
I am trying to model a gable roof. I understand that this needs to be accomplished by adjusting the heights of the ridge beam but am having trouble defining two separate slab polygons. I am able to successfully model one half of the gable roof and have it display correctly in 3D, but when I draw the opposite side of the roof slab edge the slab edge along the ridge beam for the first half disappears. How can I successfully draw the 2 sides of the gable roof? Thank you in advance.
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RAM Concept not imported column
Hi,
When I import my model from RAM SS to Concept, one of my columns is missing, just wondering if it has happened to anyone previously or there is something wrong with my model.
Thanks,
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