SECTION 2
REINFORCED AND
PRESTRESSED CONCRETE
ENGINEERING
AND DESIGN
MAX KURTZ, P.E.
Consulting Engineer
TYLER G. HICKS, P.E.
International Engineering Associates
Part 1: Reinforced Concrete
DESIGN OF FLEXURAL MEMBERS BY ULTIMATE-
STRENGTH METHOD
Capacity of a Rectangular Beam
Design of a Rectangular Beam
Design of the Reinforcement in a Rectangular Beam of Given Size
Capacity of a T Beam
Capacity of a T Beam of Given Size
Design of Reinforcement in a T Beam of Given Size
Reinforcement Area for a Doubly Reinforced Rectangular Beam
Design of Web Reinforcement
Determination of Bond Stress
Design of Interior Span of a One- Way Slab
Analysis of a Two-Way Slab by the Yield-Line Theory
DESIGN OF FLEXURAL MEMBERS BY THE
WORKING-STRESS METHOD
Stresses in a Rectangular Beam
Capacity of a Rectangular Beam
Design of Reinforcement in a Rectangular Beam of Given Size
Design of a Rectangular Beam
Design of Web Reinforcement
Capacity of a T Beam
Design of a T Beam Having Concrete Stressed to Capacity
Design of a T Beam Having Steel Stressed to Capacity
Reinforcement for Doubly Reinforced Rectangular Beam
Deflection of a Continuous Beam
2.3
2.5
2.5
2.7
2.7
2.8
2.9
2.9
2.11
2.13
2.14
2.16
2.18
2.20
2.22
2.23
2.24
2.26
2.27
2.28
2.29
2.30
2.27