hello sir if the releases are made in truss the srruct ure is shown unstable but if you don't make releases, the structure is shown stable. sir. why is it, sir? could u explain this, please sir?
Hello! When we assume pin-connected joints (releases) in trusses, we simplify the analysis by focusing on axial forces in the members, which is the primary load-resisting mechanism in trusses. A properly designed pin-connected truss can be stable and effectively carry the applied loads, as long as it has adequate support conditions and a suitable arrangement of members to maintain overall equilibrium. And the truss in this example is stable, you may see the deformed shape, but that does not mean unstable.
also one more eq sir how to check overturning sir?have to know center of mass but it is only one story doesnt have slab. how to define center of mass sir? already define mass source but how to do to shown xcm in warwhouse sir?
Hi sir, if there is steel frame, the top cord is rafter IPE and the bottom cord is RHS, shall we move the bottom cord - RHS- to lower level ? because in reality the IPE - top cord- is connected say by end plate with the column! and thus shall this be reflected on sap?? or shall we keep them as it is in sap - all are center to center- without shifting the bottom cord to down by move command
Could u pls send me template for wind load calculation🙏
hello sir if the releases are made in truss the srruct ure is shown unstable but if you don't make releases, the structure is shown stable. sir. why is it, sir? could u explain this, please sir?
Hello! When we assume pin-connected joints (releases) in trusses, we simplify the analysis by focusing on axial forces in the members, which is the primary load-resisting mechanism in trusses. A properly designed pin-connected truss can be stable and effectively carry the applied loads, as long as it has adequate support conditions and a suitable arrangement of members to maintain overall equilibrium. And the truss in this example is stable, you may see the deformed shape, but that does not mean unstable.
@@Civiltimes2210 but it shown unstable how to do to shown stable sir?
also one more eq sir
how to check overturning sir?have to know center of mass but it is only one story doesnt have slab. how to define center of mass sir? already define mass source but how to do to shown xcm in warwhouse sir?
it is great video keep it up
Hi sir, if there is steel frame, the top cord is rafter IPE and the bottom cord is RHS, shall we move the bottom cord - RHS- to lower level ? because in reality the IPE - top cord- is connected say by end plate with the column! and thus shall this be reflected on sap?? or shall we keep them as it is in sap - all are center to center- without shifting the bottom cord to down by move command
Can u attach us a complete design video with its report for ware house design ? Please make it complete ?
Nice. Kindly do the connection design
Nice Video
what about the gable? no cladding?