For a concrete form work design; what is the maximum spacing (in) for sheeting supporting members, if the pressure on th
Posted: Sun May 08, 2022 9:23 pm
For a concrete form work design; what is the maximum spacing
(in) for sheeting supporting members, if the pressure on the
formwork is 450 psf, face grain perpendicular to grain and plywood
bending stress F’b = 1545 psi. The
plywood thickness is 1” and it is supported at four supports with
face grain perpendicular to span?
a. 15"
b. 16"
c. 18"
d. 20"
(in) for sheeting supporting members, if the pressure on the
formwork is 450 psf, face grain perpendicular to grain and plywood
bending stress F’b = 1545 psi. The
plywood thickness is 1” and it is supported at four supports with
face grain perpendicular to span?
a. 15"
b. 16"
c. 18"
d. 20"