Someone can teach me how to put a wall load over a slab without using any beam.

sabbir ahmed -static - 07.05.22.std SOMEONE PLEASE REPLY, Calculation sheet is not available as design has failed, why it is showing ? sabbir ahmed -static - 07.05.22_foundation.xml

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. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?

Dear sir, I am doing the analysis of cable but the reactions are coming with an extreme value like 66kn along x. There is no any weight on the cable only self-weight is considered. Kindly explain to me why reactions are so conservative. Also, guide…

Dear sir, In My attached fil,I am creating a deck slab to make my steel beams as a composite beams.But I notice deck slab somewhere missing the steel beams .some beams are not composite?Why it is happening?do I have to add that beams manually in stad…

Dear sir, I am doing a design calculation for cat ladder using solid plates and round bar .But it is not giving me results with utilization ratio?how i can design it.Kindly suggest me method for these profile.stad file is attached. CAT LADDR.std

I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…

I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?

Dear All, I want to ask about the vibration of machine. As far as I know, we need to input as sine function. Am I right? I assumed the weight of machine is 110 kN and assumed that 10% of weight will be placed as the vibration. I use…

Hello everybody, I am having some doubt about the slab orientation in composite slab design tab. the question is that if i want to design the solid slab connected with steel beam then what is to be done should i take the span as spanning between the…

Hi! I am trying to import SmartPlant 3D Structural model to STAAD.Pro through CIS/2 translator. I am able to import steel sections of Indian Section library. But I am unable to import Rectangular Section (Prismatic member not available in STAAD Section…

Section 5.20.3 states that "f 1 (Depth of section at start node) should always be greater than f 3 (Depth of section at end node)." In the model I am working in, it makes more sense for me to define my members from left to right which results in some…

I have a number of beam in my model and when i run a unity check some fail by different "clauses" Below are all the list clauses that i am coming up with. clause h1/2 clause h3 clause g clause e2 Does anyone know where i can find a definition…

hello, 705 715 START FX FZ MX MY 705 715 END FX FZ MX MY . these are the release specification given and one more think is that i my beam is incline.

Join us for our Free seminar this Friday July 19th. Click Here for login information and a full description of Insider Skills. This weeks Topics: Wind Load Generation Floor Loading Options Seismic Load Generation Custom Section User…

Hello! I am new to ISM, and am experimenting with it as a central repository for Prostructures design and STAAD Engineering data. It seems to work at first attempt, but I am having an issue with materials. It seems that the mapping of materials from…

Hello, If i am assigning the property of section wizard say four angles connected, behaving as square in plan then is it possible to design that particular element as per the given design codes?

I mistakenly converted my input file to single line format. Is there any way to get it back to list format without a lot of keyboard time?

There has been a new QA&R posting of STAAD.Pro V8i SELECTSeries 1 (build 20.07.06.35) on the Bentley SELECT server that addresses a number of issues which were not addressed in build 20.07.06.34 released on 18th March 2010. The additional issues addressed…