Dear professionals,
I have a question of designing PT elements let says PT beam using RAPT, will the software consider the total deflection of beam including deflection at column support in the design? As what I can think of by changing the column stiffness can only control the moment taken by...
Have question regarding deflection of PTB results under the alternate loaded pattern, by logical thinking the deflection shall be the highest when the cantilever span is loaded as compared with both spans loaded and when the middle span loaded. I have modeled a few beams and the results turned...
Dear all professionals,
I recently started to work on PT beams and slab design, particularly with RAPT software. I would like to ask if there is any rule of thumb applicable under EC2 that is good to know for example recommended span-depth ratio and any limiting criteria during design stage...
