Good Day, I am just new to Staad Pro so Kindly explain to me in very preliminary way, This is simple Slab of 350mm thickness Supported by beam of 350x350mm on four sides supported by pinned supports an uniform pressure load of 100kN/m2 is applied…

I'm analyzing a one way concrete slab and beam structure with moment frames in both directions, and I'm getting significantly larger design moments in RAM Concrete Column than I am calculating from the loads output from RAM frame. I have RAM Concrete…

Hi, I am analyzing a two way RC Podium slab, 16" thick with walls and columns as support. The walls (all the walls) have extremely high in plane moment values under All Dead Loading and under Live Loading. The way the walls and columns are oriented…

Good day, I am new in staad, can someone help me with my question? my question is how to get the maximum moments and deflection of each beams in staad? what load cases to be consider? I am planning to design beams manually and I am planning to get the…

Hello, I have a STAAD code which is a simple beam design with loads and I was doing steel design. On performing design I got the results of beam unity check to be 0.74 (Actual Ratio). But on double clicking the beam and then going to Steel Design Section…

Does anyone know of a beam tag that can access the information that imports from RAM Structural System? I would like to access the following in order to tag on plans: Beam Size, Top of Steel Elevation, Camber Size, Number of Studs, Start Reaction, Start…

For typical section, moment value varies.. why difference in moment ... plz anyone help me on this issue

Hello there, I am using RC designer under concrete design in STAAD Pro connect edition. While, I am plotting design bending moment in it, I am not able to modify color and limits for different color. In other word, I would like to modify contours of…

Hi! I have a fail when designing beams with torsor. On the attached file, please could you check beams: 94, 95, 96, 194, 195, 200, 201, 206, 207?? It should be oversized, but appliying EuroCode, the ratio is up to 13! I supose I should consider some…

I am new in staad pro so please answer this question in very easy language....! IN Beam design results... i can't understand this details.. Can any one help me to understand this.... screen shot is attached.......

I am new in staad pro so please answer this question in very easy language....! What is use of solid Geometry In Staad Pro.?

Is there anything I can do to change the moments at each ends of the beam to (- to -) without eliminating the column or making the span longer? Any help with this would be greatly appreciated. Thanks, Chris

Hi, i am Hitesh, i am designing a Rest house, since i have provided large number of conceal beams which resulted in subdivision of main beam between columns into small span sub beams. therfore i am getting which warning L/D ratio is less than 2.5. i have…

Hi, I think this has been covered in other questions but I just wanted to obtain some clarification... when undertaking plate analysis, does the global X and Y moments take into account the XY local component? I am undertaking the design of a large…

I am attaching file please help me with value of horizontal stresses at corner I am not able to attach the file so i have uploaded it in dropbox please download and help me with this tank design www.dropbox.com/.../tank for sample without soil pressure…

Section 3.3.3 of RAM Frame's Steel Standard Provision Technical Notes states the following regarding Local Web Yielding and Web Crippling: "To calculate the column capacity at these locations RAM Frame uses the maximum of the framing beams flange thickness…

PDF I am having trouble calculating the exact same value of the "Controlling Shear Force" in the Panel Zone as shown in the file below. By my calculations V = Mcap/(Beam Depth - flange thickness), for a W18x46 the RAM SS "Capacity" is 377.92 k-ft, Beam…

STAAD SPACE START JOB INFORMATION ENGINEER DATE 08-Jul-17 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 5.75 0; 3 3.9 5.75 0; 4 3.9 0 0; 5 0 0 -7.5; 6 0 5.75 -7.5; 7 3.9 5.75 -7.5; 8 3.9 0 -7.5; 9 -2.1 0 -7.5; 10 -2.1…

Good day, I don't know if this is possible, but I am trying to assign a member with compression-only specification while still retaining the moment fixity of the member. As soon as I assign a member as compression-only, it treats the member like a compression…

Please see the attached STAAD model as a reference. I am modeling a bridge with four 72" deep plate girders + 10" thick concrete deck on top. I have modeled everything using plate elements and I'm in the process of calculating the midspan moments due…

We have modeled a two-span continuous bridge (50' spans), 6 girders in the cross section (60' bridge width). We are loading with truck & tandem loadings per AASHTO bridge design specifications. When analyzing for maximum positive & negative shears and…

Hi SIr, I have made 2 modelling compare the offset function of column L-shaped. The column at modelling 1 is made from Angle at Create User Table. The column at modelling 2 is made from General at Create User Table. The resulted moment…

STAAD Pro outputs plate corner forces in the units lb-in/in or kip-ft/ft, basically moment per unit length in the local coordinate system of the plate elements. So, do I need to multiply the Mx and My at the corners by the plate dimensions parallel to…