CALCULATION OF THE BEAM DEFLECTION
b =
Beam width (mm)
h =
Beam height (mm)
s =
Beam step (m)
gk =
Dead load (kN/m2)
qk =
Live load (kN/m2)
L =
Span of the beam (m)
w0 =
Precamber (mm)
L / =
Deflection limit state
wuk =
Deflection from unit load (mm)
w1,fin =
Deflection due to permanent load (mm)
w2,fin =
Deflection due to variable load (mm)
w,net,fin =
Final deflection (mm)
Deflection from unit load (mm)
w1,fin =
Deflection due to permanent load (mm)
w2,fin =
Deflection due to variable load (mm)
w,net,fin =
Final deflection (mm)
l,max =
Max. allowabled deflection (mm)
1.
(mm)
