When trying to input floor loads and visualize them graphically, an error occurs. While there are no issues with smaller structural sizes, when the size increases slightly, the program starts to lag significantly and eventually freezes. (The current…

I am modeling a 3d steel truss/frame pedestrian bridge and am running into an issue with the floor load command. Every time I try to apply floor loads to a group I have entitled "DECK" (see attached Command File) I receive an error stating that "Cannot…

this is plan i am able to generate floor load after creating the RCC wall. is my shear wall correct? Type_V trial-R3.std pls solve

Hello I am currently using the floor load to assist with applying wind loads on walls. However, when I am checking the wind load there's an issue where it looks like it's not being applied correctly. Is this a visual glitch or is it being applied…

Hello, I am trying to view my load diagram but as seen on the snap below but the hatch usually shown for floor loads is missing. Please advise on how to fix this or if this has any effect in the calculations. STAAD SPACE START JOB INFORMATION ENGINEER…

Hello, I am trying to use floor load command for applying wind load on a cladded building. I see that the graphically displayed values of the floor load distribution are not correct for the end members. The correct values here should have been 1.04kpa…

Kindly refer to the model attached and reference pictures. For FLOOR LOADS created under REFERENCE LOADS I am getting "WARNING- NO MEMBERS LOADED FOR A FLOOR LOAD GENERATION." However, in the GUI the same panel is indicated as loaded for the load…

I am trying to apply a floor load in my model but , in the right Staad doesn't apply the load , the right is a cantilever How I can resolve this problem .

Hello, In the below SKID i need to show that the base frame is mounted directly on the ground. All the ground beams will be layed on the floor and on the 4 cornens i will use 4 fix points How this can be applied on physical modeler? Thank…

I am modelling a building that has a steel roof truss on the roof slab. Now while assigning dead and live load (Floor Load) on that particular floor, I am unable to see a proper distribution of forces that have occurred through the other floors. I am…

Hi! I would like to ask for some help. I am experiencing this problem where I cannot add a floor load to my work. Every command that I attempt to generate always end up with an error message. I already checked of duplicates of notes, beams and structures…

Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…

Hi, i have a problem when ytrying to use floor oneway loads, I specify the range in x,y,z and i use the "towards" option, because i don´t want the program to use always the short direction: ONEWAY LOAD YRANGE 2.16 2.18 ONE -0.25 XRANGE -14.51 -10…

Hello, I am struggling to define floor load to the top of the roof in the structure attached. I keep getting Y range issues. Can someone please help me with that. I even tried assigning a group to the roof and then applying floor load at the roof…

I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…

Hello, I am working on a school project, so I am not experienced, just to be clear. But I have a slab openings on my floors for stairwells and elevators in the RAM modeler. However, my understanding is that RAM won't apply floor loads where there…

Hi Sirs, 1) Is there a way to apply floor loads perpendicularly to a sloping roof? 2) What is the use of Inclined Floor check box in the floor load feature of STAAD? Is it to perpendicularly apply the loads on a sloping area? Because I tried switching…

From the technical reference 5.32.4.2 Note e: At least one quadrilateral panel bounded on at least 3 sides by "complete" members has to be present within the bounds of the user-defined range of coordinates (XRANGE, YRANGE and ZRANGE) in order for the…

8306.sample.std Dear Engineer's, I am receiving above warning , how to solve it?? I have attached model for reference.../ How to check my staad pro(SS6) licence../