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1
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
An $$RC$$ short column with $$300\,\,mm \times 300\,mm$$ square cross-section is made of $$M20$$ grade concrete and has $$4$$ numbers, $$20$$ $$mm$$ diameter longitudinal bars of $$Fe$$-$$415$$ steel. It is under the action of a concentric axial compressive load. Ignoring the reduction in the area of concrete due to steel bars, the ultimate axial load carrying capacity of the column is
A
$$1659$$ $$kN$$
B
$$1548$$ $$kN$$
C
$$1198$$ $$kN$$
D
$$1069$$ $$kN$$
2
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.
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 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
4
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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Pure Bending Shear Stress In Beams Simple Stresses Complex Stress Centroid and Moment of Inertia Torsion Shear Force and Bending Moment Deflection of Beams Thin Cylinder Strain Energy Method Columns and Struts Propped Cantilever Beam
Reinforced Cement Concrete
Singly Reinforced Sections Workmenship and Fundamentals Doubly Reinforced Sections Flanged Beams Limit State of Collapse Shear Limit State of Collapse Torsion Limit State of Collapse Compression Footings Bond Limit State of Serviceability Prestressed Concrete Slabs
Steel Structures
Materials and Specifications Tension Members Riveted Joints and Bolted Joints Welded Connections Eccentric Connections Compression Members Beams Plate Girder
Irrigation
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