CE3501 Design of Reinforced Concrete Structural Elements Important Questions
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CE3501 Design of Reinforced Concrete Structural Elements Syllabus
UNIT I METHODS OF DESIGN OF CONCRETE STRUCTURES
Concept of Elastic method, ultimate load method and limit state method – Working stress method as detailed in IS code – Design of Singly Reinforced beam 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 LIMIT STATE METHOD – FLANGED BEAM, SHEAR & TORSION
Analysis and design of flanged beams – Use of design aids for Flexure – Behaviour of RC members in bond and Anchorage – Design requirements as per current code – Behaviour of RC beams in shear and torsion – Design of RC members for combined bending, shear and torsion – serviceability.
UNIT III LIMIT STATE DESIGN OF SLABS AND STAIRCASE
Analysis and design of cantilever, one way, two way and continuous slabs subjected to uniformly distributed load for various boundary conditions- Types of Staircases – Design of dog-legged Staircase –Introduction to Flat Slab.
UNIT IV LIMIT STATE DESIGN OF COLUMNS
Types of columns – Design of short Rectangular and circular columns for axial, uniaxial and biaxial bending.
UNIT V LIMIT STATE DESIGN OF FOOTING
Design of wall footing – Design of axially and eccentrically loaded rectangular pad and sloped footings – Design of combined rectangular footing for two columns only.