1. For a concrete form work design; what is the maximum spacing (in) for sheeting supporting members, if the pressure o
Posted: Sun May 08, 2022 9:35 pm
1. 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?
15"
16"
18"
20"
2. For a concrete form work design; A 2”x8” joists were used.
The joists were supported on beams over 3 spans. The spacing of
joists is 18”. The pressure on the formwork is 200 psf.
What is the maximum allowable spacing of beams (in)?
90
73
66
63
3. For a concrete form work design; A 2”x10” stringers were
used. The stringers were supported on Shores over 2 spans. The
spacing of stringers is 60”. The pressure on the formwork is
150 psf. What is the maximum allowable spacing of shores (in)?
49
53
51
46
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?
15"
16"
18"
20"
2. For a concrete form work design; A 2”x8” joists were used.
The joists were supported on beams over 3 spans. The spacing of
joists is 18”. The pressure on the formwork is 200 psf.
What is the maximum allowable spacing of beams (in)?
90
73
66
63
3. For a concrete form work design; A 2”x10” stringers were
used. The stringers were supported on Shores over 2 spans. The
spacing of stringers is 60”. The pressure on the formwork is
150 psf. What is the maximum allowable spacing of shores (in)?
49
53
51
46