Why is such kind of loading diagram shown when I apply floor load.

2553.Structure1.STD Please let me know as where I am going to stuck either with command or any other?

Steel Shed_Viscose Line 5_V11std (3).STD Can anyone,please able to pass these failed beams,if yes then,please let me know(if by adding top and bottom plate etc)

in the above four images, 2 images show the two different types of arrangement of the beam and the rest two show the bending moment diagram for both arrangements. My question is as we know the positive moment indicates the support moment and the negative…

I am designing a continuous one way slab using plate elements and dummy beams with the moving load generator. The reason I'm using plates instead of beams is because I want the wheel loads to spread through the width of the slab instead of concentrating…

Hello Everyone My question is whenever I want to see the result using group command in postprocessing mode then suddenly programme closed automatically without showing any error and warning.

Dear sir/admin, I have few questions that I really need to know. 1. Why we dont apply uniform member load in dynamic analysis? 2. It seems we are only providing floor load, does it mean that we have to convert member load to equivalent floor load…

Hello, Please find the staad file and clarify the following: 1. Why there is a difference value shown in statics check results. The loads and reactions must be equal and opposite. There might be slight difference as the analysis type is Direct analysis…

I need to use two set of mass values (weight to calculate separate time period and frequency) for empty and operating condition for Piperack *** process structures supporting heavy liquid filled drum. Normally, when I enter seismic mass in the first…

Even in Staad CE Wind loads are still generated using ASCE code. Also, a number of videos are floating around on youtube explained by people who are not at all subject matter experts.

I have given the clear cover to be 25mm in beams and 40mm for columns as per Indian Code. Further, I can see from the design output I can see from the design report that the clear cover is 35mm even though I have given 25mm in the input for the beams…

I have attached a picture of a plan where a clear head room without beams is to be provided. G+3 building with common portal frame. I am unable to assign floor loads as there is no closed boundary.

Are columns in a multi-storey ( a simple G+5 structure with a portal frame design) braced or unbraced? I feel that it should be unbraced as there is no such wind resisting elements to specify the columns as braced. Pls, offer your comments on this sir…

Hello. Why do we have to generate seismic loads first and then the other loads after seismic loads? How can I find the seismic weight of the structure so that I can generate the seismic loads similar to floor loads instead of copying my DL and LL under…

Hello Everyone Please share with me the tutorials about a combined footings

I have prepared a model of lift pump house. Need to check by expertise and want there comments on my model whether there are any errors or anything which needs to be corrected. Can any one please help me in this?

Why this happen each and everytime when i open the model and make any changes than programme is crashed.

IN MY MODEL PLATE NO. IS NOT VISIBLE, WHY?? I HAVE USED ALL THE OPTION SHOWING THE PLATE NUMBER KINDLY RESOLVE MY ISSUE.

Sir, In the stability analysis verification examples, are the formulae used in manul calculation included 1. Member deformations, 2. Second order effects, 3. Notional loads and 4. Reduced EI ? In the staad files, in DAM definition, only FYLD parameter…

Hello Everyone, Q1. When i modelled geometry and assign the property and than close the model after closing i again open the model than what i see it will break the property into multiple segment like i assign property one by one on each member don…

STAAD SPACE DXF IMPORT OF CA1002693.0003.DXF START JOB INFORMATION ENGINEER DATE 12-Nov-20 JOB NAME 8919 END JOB INFORMATION SET NL 200 INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 7 26.8558 5.08999 1.4408; 8 26.8558 -3.6 1.4408; 9 26.8558 5.08999 9…

I'm Designing a Two-way solid slab (Slab on beams) from Staad pro to RCDC. What is the Imposed Load of RCDC? Does it mean the self-weight of a slab or Floor Finishing load?

Hello Everyone Which is better to intersect the primary beam and secondary beam (Figure1), or Merge the primary beam to be one (Figure2)?

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…