1
GATE CE 2001
MCQ (Single Correct Answer)
+2
-0.6
A 15 cm length of steel rod with relative density of 7.4 is submerged in a two layer fluid. The bottom layer is mercury and the top layer is water. The height of top surface of the rod above the liquid interface in 'cm' is
A
8.24
B
7.82
C
7.64
D
7.38
2
GATE CE 2001
MCQ (Single Correct Answer)
+2
-0.6
Identify the FALSE statement from the following, pertaining to the design of concrete structures.
A
The assumption of a linear strain profile in flexure is made use of in working stress design, but not in ultimate limit state design.
B
Torsional reinforcement is not required to be provided at the corners of simply supported rectangular slabs, if the corners are free to lift up.
C
A rectangular slab, whose length exceeds twice its width, always behaves as a two way slab, regardless of the support conditions.
D
The 'load balancing' concept can be applied to select the appropriate tendon profile in a prestressed concrete beam subjected to a given pattern of loads.
3
GATE CE 2001
MCQ (Single Correct Answer)
+2
-0.6
Consider the following two statements related to reinforced concrete design, and identify whether they are TRUE/FALSE:

$${\rm I}.$$ Curtailment of bars in the flexural tension zone in beams reduces the shear strength at the cut-off locations
$${\rm II}.$$ When a rectangular column section is subject to biaxially eccentric compression, the neutral axis will be parallel to the resultant axis of bending.

A
Both statements $${\rm I}$$ and $${\rm II}$$ are TRUE.
B
Statement $${\rm I}$$ is TRUE, and $${\rm II}$$ is FALSE
C
Statement $${\rm I}$$ is FALSE, and statement $${\rm II}$$ is TRUE
D
Both Statements $${\rm I}$$ and $${\rm II}$$ are FALSE
4
GATE CE 2001
Subjective
+5
-0
The effective spans for a simple one-way slab system, with an overhang are indicated in the figure below. The specified ultimate design loads on the slab are $$6.0\,kN/{m^2}$$ and $$4.5\,kN/{m^2}$$ for dead loads and live loads respectively. Considering the possibility of live loads not occurring simultaneously on both spans, determine the maximum spacing (in $$mm$$ units) of $$8$$ $$mm$$ diameter bars required as bottom reinforcement in the span $$AB,$$ assuming an effective depth of $$125$$ $$mm.$$ Assume $$M20$$ concrete and $$Fe$$ $$415$$ steel. GATE CE 2001 Reinforced Cement Concrete - Slabs Question 1 English
EXAM MAP
Medical
NEET
Graduate Aptitude Test in Engineering
GATE CSEGATE ECEGATE EEGATE MEGATE CEGATE PIGATE IN
CBSE
Class 12