UNIT I
RETAINING WALLS
Design of Cantilever and Counter fort Retaining walls
UNIT II
WATER TANKS
Design of rectangular and circular water tanks both below and above ground level - Design of
circular slab.
UNIT III
SELECTED TOPICS
Design of staircases (ordinary and doglegged) – Design of flat slabs – Principles of design of mat
foundation, box culvert and road bridges
UNIT IV
YIELD LINE THEORY
Assumptions - Characteristics of yield line - Determination of collapse load / plastic moment -
Application of virtual work method - square, rectangular, circular and triangular slabs - Design
Problems
UNIT V
BRICK MASONRY
Introduction, Classification of walls, Lateral supports and stability, effective height of wall and
columns, effective length of walls, design loads, load dispersion, permissible stresses, design of
axially and eccentrically loaded brick walls
Anna University CE6601 Previous Question Paper => Click Here
Anna University CE6601 Important Question With Answer Question Paper => Click Here
RETAINING WALLS
Design of Cantilever and Counter fort Retaining walls
UNIT II
WATER TANKS
Design of rectangular and circular water tanks both below and above ground level - Design of
circular slab.
UNIT III
SELECTED TOPICS
Design of staircases (ordinary and doglegged) – Design of flat slabs – Principles of design of mat
foundation, box culvert and road bridges
UNIT IV
YIELD LINE THEORY
Assumptions - Characteristics of yield line - Determination of collapse load / plastic moment -
Application of virtual work method - square, rectangular, circular and triangular slabs - Design
Problems
UNIT V
BRICK MASONRY
Introduction, Classification of walls, Lateral supports and stability, effective height of wall and
columns, effective length of walls, design loads, load dispersion, permissible stresses, design of
axially and eccentrically loaded brick walls
Anna University CE6601 Previous Question Paper => Click Here
Anna University CE6601 Important Question With Answer Question Paper => Click Here
Anna University CE6601 Books => Click Here*