1. Force-deformation relations
2. Equilibrium condition
3. Compatible deformation
4. Equilibrium state of internal stress components
Equilibrium condition
1. 2GJ/l
2. 5GJ/l
3. 9GJ/l
4. 17GJ/l
17GJ/l
1. 729EI/l3
2. 724EI/l3
3. 729EI/3l3
4. 729EI/2l3
729EI/2l3
1. EI (1/a3 + 1/b3)
2. 2EI (1/a3 + 1/b3)
3. 3EI (1/a3 + 1/b3)
4. 4EI (1/a3 + 1/b3)
4EI (1/a3 + 1/b3)
1. Reaction at the ends of a simple beam
2. Bending moment at a section
3. Shear force at a section
4. Forces and moments at any section
Forces and moments at any section
1. 3l/8
2. l/2
3. l/4
4. l/8
3l/8
1. 1, 2 and 3
2. 1 and 2 only
3. 1 and 3 only
4. 2 and 3 only
1 and 3 only
1. 4 kN
2. 8 kN
3. 10 kN
4. 12 kN
4 kN
1. 1, 2 and 3 only
2. 1, 2 and 4 only
3. 2, 3 and 4 only
4. 1, 2, 3 and 4
1, 2 and 4 only
1. P
2. 2P
3. P/2
4. Zero
Zero