1. Assignment-2
Va (DL+LL) = Vb( DL+LL)= 100 kN
Table-1
Joint Results Load
case1
Load
case2
Load
case3
Load
case4
Load
case5
Load
case6
Load
case7
A Axial -17.71 -24.43 3.35 -26.41 8.31 -20.9 13.7
Shear 118.7 53.73 136.2 38.94 142.0 2.7 106
Moment 87.71 -51.78 191.9 -85.45 219 -112 192
B Axial 17.71 24.43 -3.35 26.41 -8.3 21 -13.7
Shear 106.2 126.2 43.76 132.6 25.5 100 -2.9
Moment -58.84 -114.9 20.72 -130.0 39.6 -111 57.8
Q.2 Determine the rigidity of the shear wall as shown in figure, in terms of Et.
Q.1 A building frame as shown in figure, located in seismic zone V with 4 no of stories.
Ground Storey height 4m, floor to floor height 3 m, size of beam is 300x450 mm, size of
exterior column is 300 x 500 mm, interior column is 300x300 mm. As per software analysis,
results of frame are shown in table 1 for member AB. Design beam AB as per ductility
requirements given in IS 13920 using M20 grade of concrete and Fe 415. Also check beam
againstshear failure and draw neat and clean detailing diagram of reinforcement provided.
2. Q.3 Design a shear wall for a 12 storey building for the following data:
Q.4 Discuss about the features of various types of energy dissipation devices used in
buildings.
