CAN YOU PLEASE EXPLAIN WHAT IS SEISMIC -H AND SEISMIC -V??? IF I M RIGHT H FOR HORIZONTAL AND V FOR VERTICAL. NOW MY 2ND QUESTION IS WHEN WE NEED TO CONSIDER SEISMIC- H AND WHEN WE NEED TO CONSIDER SEISMIC -V CASES????

WHAT HAPPENED WITH ANALYSIS DON'T KNOW??? OHT 1000 KL INTZR1.STD

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

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…

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.

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…

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…

Hello Everyone 1.Please check it out attached model why i m getting so much moment in bottom coulmn. 2.If the column height is recudecs than why i m getting maximum moment in column 1078 instead of column no. 1047 and 1088. please reply ASAP. …

Hello Everyone I just want to know the analysis i m performing is correct or not becoz some of the column moment in y direction is too large and also reinforcement. here is my model please go through it and tell me is it right or not?. bridge 200…

Hello Sir, I m unable to understand How structure behave when we perform seismic analysis of the structure.Some of the beam the value of moment is very high.I m going to attached my model in which look at the beam 5727 5730 and 5737. please solve…

Hello Everyone. I just want to know when we model water tank with top, bottom and conical dome. after analysis we got result in terms of stresses for which we need to provide R/F. Now can you please tell me if Sx*thickness give hope force and it…

When i open building planner than is type of warning shows refer attached screenshot and program close automatically. note :- i uninstalled program and again installed but facing same issue .

Hello Everyone, Can anyone explain me when we do EQ analysis including 1893 part 4 than why Ah value multiplied by 2.

Can anybody tell me why its happen with plate element the moment of one or two plate element is exeed. The SS attached below if you see the graph than tha value of moment is very less except 1 or 2 plate element. I m confused for what value should…

When i m going to applied hydrostatic pressure on plate element than it will not applied througly. As shown in Attached screenshot. Again you can see. in the above screenshot hydraulic pressure applied than what haapen you can see than how can i work…

Whenever i want to apply floor load or any other load like wind load etc in which we need to define x ,y & z ranges. if i am defining y range than it will automatically take x and z range. why its happen i don't know. kindly resolve the issue.

Hello, Kindly provide me solution for design of isolated footing with all check (including sliding and overturning). Whenever i m going to design the warning appear shown below. 15:29:46 [INFO] END OF DESIGN FOR NODE NUMBER 25 15:30:48 [INFO]…

Hello, I just want to know whenever i m going to design isolated footing and want to apply all the checks like one way shear, two way shear, sliding & overturning. But when i m going to see design calculation the calculation for overturning and sliding…

Hello Everyone, Actually whenever i want to run staad foundation or planwin , warning appear on the screen and programme will automatically terminated. Attached Screenshot here.

Hello Everyone. 1. Can anybody tell me what is the difference between load combination & Repeat load and which one is better for consideration for generating load combination with moving load.(Please explain in detail don't tell to refer any clause…

Hello Everyone, can anybody tell me how to make combination of moving load with other loads.

Hello Everyone. Can anyone provide the solution don't know what happend with connect version 20.00.00.28 update 3. When i analysis the model in series 6 model is work fine but when i m going to import it connect edition it will breakdown the entire…