1. 2
2. 4
3. 0
4. 1
2
1. 2π/3
2. π/2
3. π/3
4. 1
1
1. N s = 6 and N k = 11
2. N s = 6 and N k = 6
3. N s = 4 and N k = 6
4. N s = 4 and N k = 4
N s = 4 and N k = 6
1. 0
2. - 1 0
3. - 15
4. -20
- 15
1. P-2,Q-1,R-4,S-3
2. P-4,Q-1,R-2,S-3
3. P-2,Q-4,R-1,S-3
4. P-4,Q-2,R-1,S-3
P-4,Q-1,R-2,S-3
1. P-3,Q-2,R-4,S-1
2. P-4,Q-2,R-1,S-3
3. P-3,Q-4,R-2,S-1
4. P-1,Q-2,R-4,S-3
P-3,Q-2,R-4,S-1
1. Influence lines for stress resultants in beams can be drawn using Miller Breslau's Principle
2. The Moment Distribution Method is a force method of analysis, not a displacement method
3. The Principle of Virtual Displacements can be used to establish a condition of equilibrium
4. The Substitute Frame Method is not applicable to frames subject to significant sideway
The Moment Distribution Method is a force method of analysis, not a displacement method
1. 65.3
2. 20.9
3. 83.7
4. 54.4
83.7
1. Energy per unit weight
2. Energy per unit mass
3. Energy per unit volume
4. Energy per unit flow length
Energy per unit weight
1. Storage varies linearly with time
2. Storage varies linearly with outflow rate
3. Storage varies linearly with inflow rate
4. Storage varies linearly with elevation
Storage varies linearly with outflow rate