RE: Metric System in Wind load definition
Dave: Although the inputs can be specified in Metric units however the program internally converts these to English units and uses the equations corresponding to English formula. After the calculations are done, the pressure vs height data is reported…
RE: Wind Load when Fireproofing is added in specification
The weight due to the fireproofing material is included as part of the selfweight but wind load generation does not account for the fireproofing. You may have to magnify the generated wind load by a certain factor to approximately account for such effects…
RE: URGENT!!!!! ABOUT WIND EXPOSURE
Hi Jonathan,
Please go through the following thread to see if this helps:
Though I tested your model as well and found that the issue is only related to the display of load values in GUI. The analysis engine is considering the exposure factors correctly…
RE: Wind load generation on lattice towers
Seems like you are using the Open Structure option when using the wind load generation in STAAD.Pro. Now if you are directly defining the intensity in STAAD.Pro and it is the same as in your hand calculations, then the only variable left is the projected…
Wind load generation on lattice towers
I have modeled an electric substation box-type structure which consists of lattice columns connected by struts made with standard shapes. The lattice column longerons are L3X3 angles, laced together with L1-3/4X1-1/4X1/8 members. I have calculated the…
Wind load Not applied properly
Dear Engineers,
(a) I have problem in applying wind load to my model.Its not applying properly.I have attached model for reference.../
(b) Also i have another doubt that i have given the bottom slab as 250mm and 500mm thick.
The 500mm thick slab…
Question about Wind Load Definition Training Video
I do have a question regarding the Generating Wind Loads video lecture under " Designing Steel Buildings with STAAD.Pro " on the LEARNserver.
It seems to me that there is an error at 05:00 min in the video about the building dimension when setting the…
RE: Range of Wind loads
Dear Sir,
I have applied the same concept to develop the wind load but it is not applied on all the panels for all the wind load cases Konarky Modified.std . I have attached the model, please provide a solution.
Got error "Wind Load Diaphram error"
Hi all, I am really stuck up in this error in my project modelling. please help me out,
how this error occured and how can i resolve this?
RE: Create Wind Definition & Assign Wind Load for Bridge (AASHTO 2012)
Sorry if the instructions were not clear enough. Within the Reference Materials in that same help page, the last item is the Wind Load tab. If you click on that you will find details on how to apply the load. That page also refers to section 5.32.12 of…
RE: Create Wind Definition & Assign Wind Load for Bridge (AASHTO 2012)
Here are some pointers.
Since you already know the intensity of pressure, you can directly feed that data into the intensity vs height data from inside Definitions > Wind Definitions. For details on how to do this, you may go to Help > About STAAD.Pro…
Create Wind Definition & Assign Wind Load for Bridge (AASHTO 2012)
Following is for student project in Bridge Engineering class:
We have modeled a two-span continuous bridge in STAAD. We intend to assign Wind loads, based on AASHTO 2012 values. How can a wind definition be created to assign a wind load?
Our wind…
Wind Load Problem
Hi,
When am applying the wind load,some portions are not getting affected by wind. It is the place wherever i did offset to columns... For getting the perfect structural model,i have to offset the columns.But wherever i did the offsets,there no wind…
RE: ** SECTION IS NOT ADEQUATE No bar is available for confining reinforcement
Gayatri garu- S+G+5(Modified).std Dear Sai Charan,
I analyzed your model completely and came across a major discrepancy. While defining wind load definitions, the height versus intensity columns were filled wrongly (the values have to be interchanged…
RE: Wind Load Warning
Good day everyone,
I've encountered the same problem. but I already specify the x y z ranges. The warning still comes up.
I am new with staad pro. Please help.
Thank you.
BLK B_complete_truss test.std
Wind load on SP 20.13330.2011
Good day. Prompt, whether a given load (own weight and wind load design). Also in the design laid into account the frequency of its own variations design for accurate calculation of wind load. Or something needs to change? I have doubts as to its own…
How to calculating the frequencies of a structure in the analysis together with wind load and selfweight
I need to analyze the open metal structure which is affected selfweight and wind load. How I can set in the program to take into account in the analysis of the load and the the frequencies of a structure. I tried to install it using the formula
LOAD…
Wind Load Distrobution
For some reason the model is not distributing the wind load correctly for load case 21 and 23.
Any ideas why?