STAAD SPACE START JOB INFORMATION ENGINEER DATE 11-May-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 49 0 0 11; 50 4 0 11; 51 9 0 11; 52 14 0 11; 53 19 0 11; 54 22 0 11; 55 27.5 0 11; 56 33 0 11; 57 38 0 11; 58 43.5 0 11; 59 47…

How could I apply lateral load to the top flange instead of the beam center in "Physical Modeler"?

Hi, Could we see a volume of a model , by selecting boundary values , i.e. , X range, Y range and Z range? Kind Regards, Arash

Dear All, I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me Thanks & Regards, Anirudh

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…

I have an assignment to submit and it about modeling gravity dam and analysis, how to get mesh sensitivity analysis, and how to obtain the contours of compressive, tensile, and shear stresses as well as displacements. Adopt a suitable elastic-linear constitutive…

How to rectify this failure known as 'Detailing failure' in RCDC

Hello , I have done analysis and tried RC designer . the columns are safe. Beam summary show fails. please help me into this . cross section of beam is large i assume. 8284.COLLEGE PROKECT.STD

I am using Member loading ( UDL ) and getting warning in the analysis output, which for me seems like a software bug, can you please guide me. Input LOAD 20 WIND: WIND X MEMBER LOAD 13 UNI Y 3.28 0 3.25 0 I have give f1,f2,f3 and f4 as the manual…

I am designing a steel frame and it has a member L3x3x3/8. The value of S and Z should be same for both minor and major axis. However STAAD Pro uses different values. Additionally, these values are not accurate with the AISC steel manual Table 1-7. …

Hello, I am new Civil Engineering graduate that is working on the design of electrical substations. I am currently modelling a structure simple structure where I have two horizontal beams that are connected to each other by a plate. On top of the plate…

We have a issue, We prepared a design to our client in tender stage. Same model now when it is analysed in Staad connect there are failure messages (below is the screen shot). PDF There are many beams with this failure message, Can you let…