GATE CE 2014 Set 1 — Question 16
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Structural Engineering → Connections & Plastic Analysis → Limit State Design
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Question
Match the information given in Group – I with those in Group - II.
| Group – I | Group – II |
|---|---|
| P Factor to decrease ultimate strength to design strength | 1 Upper bound on ultimate load |
| Q Factor to increase working load to ultimate load for design | 2 Lower bound on ultimate load |
| R Statical method of ultimate load analysis | 3 Material partial safety factor |
| S Kinematical mechanism method of ultimate load analysis | 4 Load factor |
Correct answer
(C) P - 3; Q - 4; R - 2; S - 1
Solution
Matching the concepts from structural design and plastic analysis:
- P (Factor to decrease ultimate strength to design strength): In limit state design, the design strength is obtained by dividing the characteristic (ultimate) strength by a Material partial safety factor (3). Thus, P matches with 3.
- Q (Factor to increase working load to ultimate load for design): The Load factor (4) is the ratio of the ultimate load to the working load. It is used to increase the working load to the design ultimate load. Thus, Q matches with 4.
- R (Statical method of ultimate load analysis): According to the lower bound theorem of plastic analysis, the statical method provides a Lower bound on ultimate load (2). Thus, R matches with 2.
- S (Kinematical mechanism method of ultimate load analysis): According to the upper bound theorem of plastic analysis, the kinematical (mechanism) method provides an Upper bound on ultimate load (1). Thus, S matches with 1.
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