Semester : SEMESTER 2
Year : 2018
Term : MAY
Branch : STRUCTURAL ENGG
Scheme : 2015 Full Time
Course Code : 01 CE 6106
Page:2
Beams 250 x 400 mm
Columns 250x450mm Slabs 100 mm
thick
Type of soil Rocky
Building 51/8೯ Unit weight ofR © © 25
kN/m
Unit weight of brick masonry 20 kN/m
Infill walls (brick) 250 mm thick longitudinal walls and 150 mm thick transverse walls
How is torsion induced in buildings. What are the remedial measures. (9)
PART C
Design as per IS 13920 a rectangular column to carry a factored load of 2800 kN and a (12)
uniaxial moment of 230 kNm. The column has an unsupported length of 3 m and is braced
against side sway. Use M25 concrete and Fe415 steel. Detail the column showing all the
reinforcement. http:/*'mxww.ktuonline.com
Explain the methods for repair of earthquake damaged buildings. (12)
a. What are the uses of shear walls (6) b. Explain the different shapes of shear walls
and explain how shear walls are to be (6) provided in buildings