06/05/2019
Assignment One
Aim: - to help the students develop skill of column design and two way slab design
using different methods
Fig. 1 Typical Floor Slab
Fig. 2 Elevation
1. Analysis and designed 2nd floor slab of the building shown on axis 3 (A-E) using the direct design
method and elastic frame method, compare the results of the two methods.
2. Using DDM, Transfer 2nd floor slab moment to the column on axis A3 and B3
3. Check the punching shear resistance at axis A3 and B3
Given data
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Beam dimension is D/b =40cm/30cm
All Columns are rectangular with dimension of 40cmX40cm
The building is constructed for library usage and you can assume the necessary finishing material.
Second floor has beam on the edge/perimeter only.
For the 1st floor beam is provided at all grids.
Floor dimension is: ground – 1st floor (3m), 1st to 2nd floor (4m)
You can assume any missing relevant data.
Submission:- Friday May 10, 2019 To the department secretory “Wosen”