xiv Contents
Light-Gage Steel Beam with Stiffened Compression
Flange ................................................................ 1.Section 2. Reinforced and Prestressed Concrete
Engineering and Design .............................. 2.
Part 1. Reinforced Concrete ............................................... 2.Design of Flexural Members by Ultimate-Strength
Method ............................................................... 2.Capacity of a Rectangular Beam ................................ 2.Design of a Rectangular Beam ................................... 2.Design of the Reinforcement in a Rectangular
Beam of Given Size .............................................. 2.Capacity of a T Beam ................................................. 2.Capacity of a T Beam of Given Size ........................... 2.Design of Reinforcement in a T Beam of Given
Size ....................................................................... 2.Reinforcement Area for a Doubly Reinforced
Rectangular Beam ................................................ 2.Design of Web Reinforcement .................................... 2.Determination of Bond Stress ..................................... 2.Design of Interior Span of a One-Way Slab ............... 2.Analysis of a Two-Way Slab by the Yield-Line
Theory ................................................................... 2.Design of Flexural Members by the Working-Stress
Method ............................................................... 2.Stresses in a Rectangular Beam ................................ 2.Capacity of a Rectangular Beam ................................ 2.Design of Reinforcement in a Rectangular Beam
of Given Size ........................................................ 2.Design of a Rectangular Beam ................................... 2.Design of Web Reinforcement .................................... 2.Capacity of a T Beam ................................................. 2.