FLOOD03449

• County: Statewide
• Community: State of Colorado
• Stream Name: All
• Basin: Statewide
• Title: Colorado Flood Proofing Manual
• Date: 10/1/1983
• Prepared For: State of Colorado
• Prepared By: CWCB
• Floodplain - Doc Type: Educational/Technical/Reference Information

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12-foot Span (24-foot Hous.e DeDth)
#4 Mild Steel Reinforcing Bars

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Ma In Steel,
See Curves (f~
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IfI~ at 41 - - \- ~..~ ..". " <, '- :t-
(min. of 4 per ' UndraIned System
ha 1 f house
depth)

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Span Direction
DESIGN ASSUMPT[.Q~_
Ultimate Strength Design
t slab thickness
f~ 2500 psi
fy 40,000 psi
o 0.90
Load Factor 1.4
Cover 3/4"

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Bar Spacin9 (inches) for MaTn Steel

Figure 11.14 Slab reinforcement design, #4 steel reinforcing bars. 12 foot span. (Reference
26),

fiE INrORCEO CONCRETE STRUCTURAL SU,B

12-foot Spall (24-foot Hause Depth)
16 Mild Steel Reinforcing Bar~

H.lnSteel,
See Curves Cover
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_~nd,.~~.,.stem '4 at 4' (min. of ~
Span DIrectiOn per half house depth)

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. DESIO ASSUMP IONS
Ultllllate Strength Design
'+ t .. slab thlele,hen
f~ .. 2500 psi .
fy" 40,000 psi
II .. 0.90
load Factor" 1.4
) ~Cover"3/q"

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Bar Spacing (inche5) "or MaIn Steel

Figure 11.15 Slab reinforcement design, #6 steel reinforcing bars, 12 foot span. (Reference
26).