1. 600 kN
2. 1000 kN
3. 1500 kN
4. 2500 kN
600 kN
1. 2t/m2 (compressive)
2. 12t/m2 (compressive)
3. 18t/m2 (tensile)
4. 28t/m2 (compressive)
12t/m2 (compressive)
1. P and Q
2. P and R
3. Q and R
4. R and S
R and S
1. 2M/T
2. T/2M
3. 2T/M
4. M/2T
T/2M
1. 16
2. 400
3. 1000
4. 2500
2500
1. (2P2L)/AE
2. P2L)/AE
3. P2L)/2AE
4. Zero
Zero
1. (W2L3)/48 EI
2. (W2L2)/48 EI
3. (W2L2)/96 EI
4. (W2L3)/96 EI
(W2L3)/96 EI
1. All the given sections would support the same magnitude of load
2. Sections II, III and IV would support equal loads which is more than what section –I would support
3. Sections I and II would support equal loads which is more than what sections III and IV would support
4. Section II would support greatest load
Sections II, III and IV would support equal loads which is more than what section –I would support
1. D3 = 16/πσ [M + √M2+T2]
2. D3 = 4/πσ [M + √M2+T2]
3. D3 = 32/πσ [M + √M2+T2]
4. D3 = 8/πσ [M + √M2+T2]
D3 = 16/πσ [M + √M2+T2]
1. Maximum principal stress theory
2. Maximum principal strain theory
3. Maximum strain energy theory
4. Maximum shear stress theory
Maximum principal stress theory