Page 216 - Handbook of Civil Engineering Calculations, Second Edition

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- 2.4
STRENGTH METHOD
Capacity of a Rectangular Beam 2.6
Design of a Rectangular Beam 2.6
Design of the Reinforcement in a Rectangular Beam of Given Size 2.7
Capacity of a T Beam 2.7
Capacity of a T Beam of Given Size 2.8
Design of Reinforcement in a T Beam of Given Size 2.9
Reinforcement Area for a Doubly Reinforced Rectangular Beam 2.9
Design of Web Reinforcement 2.11
Determination of Bond Stress 2.13
Design of Interior Span of a One-Way Slab 2.14
Analysis of a Two-Way Slab by the Yield-Line Theory 2.16
DESIGN OF FLEXURAL MEMBERS BY THE 2.18
WORKING-STRESS METHOD
Stresses in a Rectangular Beam 2.20
Capacity of a Rectangular Beam 2.22
Design of Reinforcement in a Rectangular Beam of Given Size 2.23
Design of a Rectangular Beam 2.24
Design of Web Reinforcement 2.24
Capacity of a T Beam 2.26
Design of a T Beam Having Concrete Stressed to Capacity 2.27
Design of a T Beam Having Steel Stressed to Capacity 2.28
Reinforcement for Doubly Reinforced Rectangular Beam 2.29
Deflection of a Continuous Beam 2.30

2.1