CE8501 – NOTES & QP
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CE8501 – SYLLABUS
UNIT I INTRODUCTION
Objective of structural design-Steps in RCC Structural Design Process- Type of Loads on Structures and Load combinations- Code of practices and Specifications — Concept of Working
Stress Method, Ultimate Load Design and Limit State Design Methods for RCC –Properties of Concrete and Reinforcing Steel — Analysis and Design of Singly reinforced Rectangular beams by working stress method — Limit State philosophy as detailed in IS code — Advantages of Limit State Method over other methods — Analysis and design of singly and doubly reinforced rectangular beams by Limit State Method.
UNIT II DESIGN OF BEAMS
Analysis and design of Flanged beams for — Use of design aids for Flexure — Behaviour of RC members in Shear, Bond and Anchorage — Design requirements as per current code — Behaviour of rectangular RC beams in shear and torsion — Design of RC members for combined Bending, Shear and Torsion.
UNIT III DESIGN OF SLABS AND STAIRCASE
Analysis and design of cantilever, one way simply supported and continuous slabs and supporting beams-Two way slab- Desingn of simply supported and continuous slabs using IS code
coefficients- Types of Staircases — Design of dog-legged Staircase.
UNIT IV DESIGN OF COLUMNS
Types of columns –Axially Loaded columns — Design of short Rectangula Square and circular columns –Design of Slender columns- Design for Uniaxial and Biaxial bending using Column Curves
UNIT V DESIGN OF FOOTINGS
Concepts of Proportioning footings and foundations based on soil properties-Design of wall footing — Design of axially and eccentrically loaded Square, Rectangular pad and sloped footings —
Design of Combined Rectangular footing for two columns only.