Page 443 - Forensic Structural Engineering Handbook
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12.34 MATERIAL-SPECIFIC FORENSIC ANALYSES
Exp. Jt.
Control C.J.
joint
(Typ.)
186'-0''
C.J.
Level 2
Exp. Jt.
C.J.
186'-0''
C.J.
Level 3
129'-2'' 128'-10''
Exp. Jt.
C.J.
Open
Ramp C.J. 186'-0''
below
Level 4
FIGURE 12.28 Crack maps for the three above-grade levels of park-
ing structure. (Courtesy of CTLGroup.)
• Most slabs also failed to meet structural requirements of the ACI Building Code for
34
Reinforced Concrete for the 2000-lb concentrated wheel load required by the prevailing
municipal building code.
• In addition, several beams did not meet strength requirements of the ACI Building Code
for Reinforced Concrete. 34
