Follow the directions in the Calculation Guide 'DokaTruss table' or ask your Doka technician.

Segment TT 24’-0" 2G
with 3 feet and 5 Standards TT

Segment TT 24’-0" 2G
with 5 feet and 5 Standards TT

▪ Separate statical verification must be performed!

Permitted load

▪ Concrete load

▪ Live load

▪ Dead weight of the table incl. superstructure

q₁ = 2 kips/ft (29 kN/m)
q₂ = 0.3 kips/ft (5 kN/m)
q₃ = 3.15 kips/ft (46 kN/m)

Max. point load on the bottom chord
(during repositioning)
F₁ = 10 kips (45 kN)
F₂ = 2.25 kips (10 kN)

See the section headed "Additional measures for large tables".

Max. leg load 
V = 22,5 kips (100 kN)

for room heights of up to 9’-5" (2.87 m) (Adjustment leg TT) or 10’-1 ¹/₂" (3.10 m) (Adjustment leg TT 2G)

NOTICE

Reduction in the permitted leg loads must be taken into account, depending on the room height!