CONSTRUCTION METHODOLOGY
(Cost Effective, Seismic Resistant Confined Masonry Building)
Reinforcement for
Tie-Column
8 Masonry Wall
Tie-Column
Sill Lvl.
Plinth Lvl.
Ground Lvl.
Plinth Beam
Sill Masonry
Sill Band
Plinth
Additional
Masonry Reinforcement
around Opening
Cast tie-columns from plinth level upto the sill
level. Also cast bond beam at sill level, if any.
Provide vertical notch in green concrete of tie-
column, as shown.
CONSTRUCTION METHODOLOGY
(Cost Effective, Seismic Resistant Confined Masonry Building)
Reinforcement for
Tie-Column
8 Masonry Wall
Tie-Column
Sill Lvl.
Plinth Lvl.
Ground Lvl.
Plinth Beam
Sill Masonry
Sill Band
Plinth
Additional
Masonry Reinforcement
around Opening
Cast tie-columns from plinth level upto the sill
level. Also cast bond beam at sill level, if any.
Provide vertical notch in green concrete of tie-
column, as shown.
CONSTRUCTION METHODOLOGY
(Cost Effective, Seismic Resistant Confined Masonry Building)
Reinforcement for
Tie-Column
9 Masonry Wall
Tie- Column
1.2 m
Sill Lvl.
Plinth Lvl.
Ground Lvl.
Plinth Beam
Sill Masonry
Sill Band
Plinth
Masonry Additional
Reinforcement
around Opening
Construct wall-pier masonry above the sill level upto 1.2 m.