I have a calculation for a flat roof joist run on CSC Tedds:
50x175mm
C24
400mm centres
UDL: 0.75kN/m2
Dead Load 1.00kN/m2
3900mm span
Trada Span tables:
Table 2.36
Access only for
cleaning and maintenance
Imposed load 0.75 kN/m2;
C24
Dead Load [kN/m2 ]: More than 0.75 but not more than 1.00
47x170mm
This is giving me a max span of only 3690mm.
Any reason why the Software (CSC Tedds) is giving a greater span ?
50x175mm
C24
400mm centres
UDL: 0.75kN/m2
Dead Load 1.00kN/m2
3900mm span
Trada Span tables:
Table 2.36
Access only for
cleaning and maintenance
Imposed load 0.75 kN/m2;
C24
Dead Load [kN/m2 ]: More than 0.75 but not more than 1.00
47x170mm
This is giving me a max span of only 3690mm.
Any reason why the Software (CSC Tedds) is giving a greater span ?