1. 2.00 m
2. 3.33 m
3. 4.40 m
4. 6.00 m
2.00 m
1. 4
2. 3
3. 2
4. 1
2
1. 100%
2. 50%
3. 49%
4. None of these
50\%
1. 3
2. 5
3. 7
4. 9
3
1. 16.0
2. 20.0
3. 25.0
4. 30.0
25.0
1. drawing influence line diagram for any force function
2. writing virtual work equation
3. super-position of load effects
4. none of these
drawing influence line diagram for any force function
1. frame type i.e., braced (no sway) or un-braced (with sway)
2. span of the beam
3. height of the column
4. loads acting on the frame
span of the beam
1. bending moment, shear force and axial force
2. bending moment and axial force only
3. bending moment and shear force only
4. axial force only
axial force only
1. No compensation
2. Full compensation
3. Partial compression
4. The two are unrelated
Partial compression
1. 120
2. 145
3. 180
4. 250
145