Why is it that in RAM Connection, Base Plate module, fixed biaxial, that tensile loads in anchor bolts aren't distributed based on their location to the load application point? For example, if I have a column with a 2x2 anchor bolt layout, with one of…

In my model I analyze and design a G+8 RCC Structure, and the column is designed for only the first load case even though other load combinations give maximum axial force and moments. I attached the screenshots of output file below.

Hi, Based on NBCC 2015 4.1.8.11 4) single storey buildings with steel or wood deck as diaphragms can have a higher fundamental period compared to 4.1.8.11 3) as seen in the snap below. However, in the current RAM frame the Ta is only based on clause…

I work with Veraizen Earthings , What can robot structural analysis do?

Dear Sir Good day. I'm a new user of RAM Element, I have a query as per below :- I do modelling and run analysis using RAM Element, after that directly design pad footing using module tools. From the report and analysis, where should I check whether…

Good Afternoon, My computer updated RAM to the latest software version 17.03.00 285 SES overnight, and my model went from no beam design errors to 1500 deflection errors. Upon investigation I discovered that this is happening because RAM seems to…

Hello, I am doing a dynamic analysis of an experimental work which include couple of lines I could not understand . Any one can explain what does those highlighted parts in the attached image mean?

Dear all, I would like to model a tank and to calculate the anchoring loads. I would like to include my hydrostatic pressure inside my tank to have a more realistic model. What type of primary load should I put for this load please ? I tried dead…

Hi, In the STAAD section wizard, after creating a built-up box section, I manually change the values of Shear Resisiting Areas ('Ay' 'Az'), width, and thickness of flange and web (TD, TB, D, B) before exporting it as a UPT file. For such section…

Hello, I have exported the load cases from a STAAD model to a foundation model, and I have begun the design for pile caps. However, I am getting strange values for Dcritical. I have a 48" thick pile cap, and the effective depth calculation reads as follows…

Lately I've been running into issues with my lateral analysis on a large, square steel framed building. The roof is an 1-1/2" metal deck that slopes in one direction and drops 10' over the length of the building, which I've modeled as a semirigid diaphragm…

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?

Hi I use STAAD Pro Connect V22 Update 3. Here I display a color plot of stresses in a plate between girders. I get Von Mises stresses more than twice as large as the Tresca stresses. How can this be? In theory Tresca shall be equal or larger than Von…

for Seismic design category A structure, 10% of story dead load is required to consider (refer 11.7.2 of ASCE7-05). Does STAAD apply 1% of story dead load as Seismic load or it will calculate as per prescribed procedure based on chapter 12~15 of ASCE7…

I have modelled one simple structure in STAAD PRO and found that there are two types of displacement value in post processing. NODE and MEMBER. Which displacement shall i use for comparing with allowable displacement as per BS5950 code.

I have a relatively tall screen wall at the roof level - about 20ft tall - around a mechanical area. The structure is kicked back into the roof diaphragm. What is the best way to model it so that RAM Frame accounts for its wind surface area? The footprint…

please check error. 8272.Structural Staircase-3-1.STD

Dears, Concerning the design of RC beams in a PT slab, i am trying to determine the most accurate way to design the beams (determining top and bottom reinforcement). in Ram concept all design procedure is based on design section analysis. i prefer designing…

Staad crashes while assigning beta angle. Beta angles gets deleted after reopening the staad file.

After analysis i need to modify the geometry of one member. If i need this modification i will lose the cut lines created with results along line tool. I'd like to find a way to not lose the cutting lines after making the modify and relaunching the analysis…

When we use gust factor method and force coefficient method for any Structure as per IS 875 PART 3 ?

START JOB INFORMATION ENGINEER DATE 08-Aug-19 END JOB INFORMATION INPUT WIDTH 79 INPUT WIDTH 79 OUTPUT WIDTH 118 UNIT METER KN JOINT COORDINATES 1 10 -1.2 0; 2 10.5 -1.2 0; 3 11 -1.2 0; 4 11.5 -1.2 0; 5 12 -1.2 0; 6 12.5 -1.2 0; 7 13 -1.2 0; 8 13.5 -1…

warehouse.zip wind calculation also in that folder.... try to fix this probem guys

PUNCHING SHEAR CHECK CALCULATION IS NOT GENERATED(MISSING0 WHILE DESINGING IN STAAD FOUNDATION FOR A PARTICULAR STAAD MODEL, INSERTING THE MODEL FOR THE QUIKEST POSSIBLE SOLUTION. KINDLY REVERT AS SOON AS POSSIBLE L-Shaped_combined_Final.sfa