Here is a comprehensive guide and reference to assist civil engineers preparing for the Structural Engineer Examination. It offers 350 pages of text and 70 design problems with complete step-by-step solutions. Topics covered: Materials for Reinforced Concrete; Limit State Principles; Flexure of Reinforced Concrete Beams; Shear and Torsion of Concrete Beams; Bond and Anchorage; Design of Reinforced Concrete Columns; Design of Reinforced Concrete Slabs and Footings; Retaining Walls; and Piled Foundations. An index is provided.
本书首先介绍了一些典型的钢管混凝土工程实例,系统地阐述了钢管混凝土结构构件设计中的系列关键问题,还阐述了一些新型钢管混凝土结构 ...
Shear (a) Check maximum shear Maximum shear at face of support is Vst = 0.6F – wu X support width/2 = 0.6 × 950 – 190 × 0.15 = 542 kN Maximum design shear resistance VRd2 = 0.3vfikbd where v = 0.7 — firs200 = 0.7 — 25/200 = 0.575 ...
It Is Normally Taught In Two To Three Courses For Civil Engineering Students. This Book Is For The First Course In Rcc Design And Author Is Writing Another Book Advanced Rcc Design To Meet The Requirement Of Further Courses.
Reinforced Concrete Structures Vol. I
... density of reinforced concrete, BS 8110: Part 1: 1997 [1.1] I 24 kN/m3 (xiv) Bulk density of reinforced Eurocode 1, part 1-1 [1.7] I 25 kN/m3 (xv) Allowable bearing capacity of soil (non-cohesive) at 3 m depth (after geotechnical ...
“Investigation of the Fatigue Strength of Deck Slabs of Composite Steel/Concrete Bridges,” Transportation Research Record 644, Transportation Research Board, Washington, D.C. Dolan, C.W., 1989. “Prestressed Concrete Using Kevlar ...
Reinforced Concrete Design
This Book Systematically Explains The Basic Principles And Techniques Involved In The Design Of Reinforced Concrete Structures.
Non-destructive Evaluation of Reinforced Concrete Structures: Non-destructive testing methods
... estructuras ( A.J. Francis ) Editorial Limusa * La Estructura ( H. Werner Rosentahl ) Editorial Blume * Estructuras para Arquitectos ( Mario Salvadori ) Editorial CP67 * Diseño estructural ( Roberto Meli Piralla ) Editorial Limusa ...