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1
GATE CE 1997
Subjective
+2
-0
Design a square $$R.C$$ column to resist an axial load of $$400$$ $$kN$$ due to dead load and $$240$$ $$kN$$ due to live load at service stage. Design the section as a short axially loaded column. Use $$M25$$ concrete and steel of grade $$415$$ $$N/m{m^2}.$$ Give a near sketch of the cross section.
2
GATE CE 1993
MCQ (Single Correct Answer)
+2
-0.6
Interaction diagram of a rectangular reinforced concrete beam-column is shown in Fig. with reference to this figure, which of the following statements in $$(a)$$ and in $$(b)$$ below are correct? GATE CE 1993 Reinforced Cement Concrete - Limit State of Collapse Compression Question 1 English
A
$$PQ$$ corresponds to the primary tension failure range
B
$$QR$$ corresponds to the primary tension failure range
C
$$QR$$ corresponds to the primary compression failure range
D
$$PQ$$ corresponds to the range of increase in axial force capacity with increase in bending moment capacity
3
GATE CE 1993
MCQ (Single Correct Answer)
+2
-0.6
Interaction diagram of a rectangular reinforced concrete beam-column is shown in Fig. with reference to this figure, which of the following statements in $$(a)$$ and in $$(b)$$ below are correct? GATE CE 1993 Reinforced Cement Concrete - Limit State of Collapse Compression Question 2 English
A
Point $$Q$$ represents balanced failure
B
Point $$R$$ represents balanced failure
C
Point $$P$$ represents balanced failure
D
Point $$Q$$ represents balanced failure under maximum eccentric compression
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