Hi, I have the following metal grating and I need to apply a surface weight load of 0.06 kN / m2 to it. This load corresponds to the weight of some panels that will be fixed to the metal structure. The load is applied in the direction of the Y axis…

Dear Sir, For Load Case 4, used in both staad model (attached herewith) with all the parameters same but different method of Seismic Analysis shows different value of vertical forces. Dynamic Method.STD Static Method.STD (Please use Importance…

Good day, Can someone help me to fix this problem?

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?

How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?

We have developed an in house application linking staad.pro application to extract the “member end forces” for the selected members. And, we have been using this tool since last few years. Recently, After we updating the staad.pro-V8i application to…

Hi, The following image corresponds to the moment diagram (local Mx) of a concrete plate, supported on elastic supports and with a nodal load in the center. As you can see, I can only visualize half of the diagram. This happens to me for all diagram…