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 Static method of ultimate load analysis 3 Material partial safety factor S Kinematical mechanism method of ultimate load analysis 4 Load factor

Correct Answer is : P - 3; Q - 4; R - 2; S - 1

GATE Civil Engineering (CE) 2014 Shift 1 Solved Paper

Question : 16 of 65

Marks: +1, -0

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	Static method of ultimate load analysis	3	Material partial safety factor
S	Kinematical mechanism method of ultimate load analysis	4	Load factor

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