Structural Concrete - Hassoun

APPENDIXA
DESIGN TABLES
(U.S. CUSTOMARY UNITS)
Table A.1 Values of R u and a for f ′ d c = 3000psi
Table A.2 Values of R u and a for f ′ d c = 4000psi
Table A.3 Values of R u and a for f ′ d c = 5000psi
Table A.4 Values of ρ max , R u, max , ρ b ,andρ min
Table A.5 Suggested Design Steel Ratios, ρ s , and Comparison with Other Values
Table A.6 Minimum Thickness of Beams and One-Way Slabs
Table A.7 Minimum Beam Width (in.) (Using Stirrups)
Table A.8 Values of bd 2 (in. 3 )
Table A.9 Rectangular Sections with Compression Steel
Table A.10 Values of Modulus of Elasticity, E c (ksi)
Table A.11 Development Length
Table A.12 Designation, Areas, Perimeter, and Weights of Standard U.S. Bars
Table A.13 Areas of Groups of Standard U.S. Bars in Square Inches
Table A.14 Areas of Bars in Slabs (Square Inches per Foot)
Table A.15 Common Styles of Welded Wire Fabric
Table A.16 Size and Pitch of Spirals
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