S t r u c t u re s
Floor System Course Final Exam
Floor System Course Final Exam
Provide reinforcement detail and ratio for a 10.0m span flat
slab with three typical modules under the following condition:
LL=4000 N/m
2
2
SIDL= 7000 N/m
f’c=30 MPa; Fy=420 MPa.
For the same span, provide 2-way waffle slab design.
Compare two design (concrete volume, and reinforcement).
CAD/PDF format are required.