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RE: I NEED HELP WITH :**WARNING** LOAD BEYOND ITS LENGTH. FULL LENGTH...
The warning messages are reported because the distance "d1" that you have defined is more than the member length (see below).So, Staad considers that the d1 is the full member length.
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I NEED HELP WITH :**WARNING** LOAD BEYOND ITS LENGTH. FULL LENGTH ASSUMED....
HELLO ALL .. IN MY STRUCTURE SHOW THIS WARNING .. PLEASE HELPSTAAD SPACESTART JOB INFORMATIONENGINEER DATE 19-May-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KGJOINT COORDINATES1 0 0 0; 2 0 0 1.9; 3...
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RE: QUESTIONS! HOW I CAN CALCULATE THE PARAMETER KX ,KY AND KZ FOR A COLUMN...
i don't have the "CALCULATE BOTTON"
View ArticleRE: QUESTIONS! HOW I CAN CALCULATE THE PARAMETER KX ,KY AND KZ FOR A COLUMN...
I have mentioned in my last reply that this CALCULATE button is only available in AISC-ASD code implementation in Staad.
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RE: meshing a solid element - Pile cap
Unlike plate element, Staad does not have the inbuilt Solid element mesher.There are two approaches by which you can generate the meshed pattern.(1) Go to GEOMETRY-> RUN STRUCTURE WIZARD->MODEL...
View ArticleRE: RC Slabs in RAM Concept
It has been uploaded. The file name is "foundation - Mike Lavi" thank you
View ArticleRE: QUESTIONS! HOW I CAN CALCULATE THE PARAMETER KX ,KY AND KZ FOR A COLUMN...
you can show me , with one example how calculate de KX ,KY AND KZ in the AISC -360-10 plx
View ArticleRE: meshing a solid element - Pile cap
Thanks! I will give this a go and post my results.
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meshing a solid element - Pile cap
Hello,I am trying to model a slighty awkwardly shaped pile cap in STAAD, using soild elements. I have tried meshing the solid element but have had no luck, is there a way to mesh solids in STAAD? if so...
View ArticleRE: RC Slabs in RAM Concept
Mike,Your model contains continuous layers of top and bottom reinforcement. Reinforcement cut-off along the spans does not appear to be a concern. For this reason, I recommend changing CS (and MS Span...
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RC Slabs in RAM Concept
I have a 9" conventionally reinforced, 2-way slab that I am running in RAM Concept and I am running into a problem when I start to specify user reinforcement in some areas.As you can see here, I have...
View ArticleRE: RAM Concept - AS3600 Service Design Program Glitch
Hi Karl, Thanks for getting back to me and clearing the procedures in each Pass. However the code implementation (AS3600 CL9.4.3.2) may be slightly incorrect. The reinforcement calculated using this...
View ArticleRE: OpenSTAAD Get Material for the List of Profiles
Thanks for the answer . Actually I need the list of the material name given the properties.
View ArticleRE: QUESTIONS! HOW I CAN CALCULATE THE PARAMETER KX ,KY AND KZ FOR A COLUMN...
A couple of points. If you are using the AISC 360-10 then you should use the DIRECT ANALYSIS which is the analysis method which is most generic and applicable for all structures. Another great...
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QUESTIONS! HOW I CAN CALCULATE THE PARAMETER KX ,KY AND KZ FOR A COLUMN IN A...
I NEED HELP WITHS THIS PARAMETERS , HOW I CAN CALCULATE.
View ArticleRE: OpenSTAAD Get Material for the List of Profiles
you can try following function for this objOpenSTAAD.Property.GetSectionPropertyName lSecRefNo, strPropertyName it will Returns the property name exist in the current STAAD file.
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OpenSTAAD Get Material for the List of Profiles
HiCan anybody help on what is the syntax if I want to get the Material of the specific profile in Openstaad.Example:I have a UC152x152x30 profile in Cells(6,2) and I want to get his material e.g. STEEL...
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*** WARNING *** DYNAMIC MASSES IN GLOBAL X, Y AND Z DIRECTIONS ARE NOT SAME....
Hi,I am performing analysis of steel structure using Eurocode.I have specified same load in all 3 directions as inertial load for seismic analysis.But still i am getting Warning :*** Note: ALL MASS...
View ArticleRE: *** WARNING *** DYNAMIC MASSES IN GLOBAL X, Y AND Z DIRECTIONS ARE NOT...
Thank you for your quick reply. Regarding vertical standing members, i will modify them. Eurocode don't specify any limit of mass participation, this 60% was just for indicating a limit of result...
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