IYIeI2cY
Structural
- Apr 26, 2002
- 49
hi all,
i've just noticed that there is a big diffrences between solving a flat slab by empirical method and using Sap2000 (even if its a very simple case like 5X4 modules )!!!
also the margin beams got a diffrence bending moments too !! im confused, when solving an irregular or simple case is it better to solve the salb with the beams or makeing the joints hinged ??
i hope u know that answer , im really confused !!
Pea$e
i've just noticed that there is a big diffrences between solving a flat slab by empirical method and using Sap2000 (even if its a very simple case like 5X4 modules )!!!
also the margin beams got a diffrence bending moments too !! im confused, when solving an irregular or simple case is it better to solve the salb with the beams or makeing the joints hinged ??
i hope u know that answer , im really confused !!
Pea$e