Civil Engineering Reference
In-Depth Information
Problems 6.17, 6.18, and 6.19. Same questions as for Problems 6.15 and 6.16, but assume interior exposure.
Problem 6.17
(
Ans.
0.0129 in.
0.016 in.; max. ACI spacing
9.09 in.)
Problem 6.18
Problem 6.19
(
Ans.
0.0165 in.
0.016 in.; 6.59 in.)
Problem 6.20
What is the maximum permissible spacing
of #5 bars in the one-way slab shown which will satisfy
the ACI Code crack requirements?
f
y
60,000 psi.
