1
GATE CE 2025 Set 1
MCQ (Single Correct Answer)
+1
-0.33
As per IS 456:2000 provisions for two-way slabs with continuous edges, the longitudinal steel reinforcement to be provided in the edge strip is based on
A
the calculated minimum bending moment
B
the area of longitudinal steel provided in the middle strip in the shorter span
C
the area of longitudinal steel provided in the middle strip in the longer span
D
the prescribed minimum cross-sectional area of longitudinal steel for slabs
2
GATE CE 2024 Set 2
MCQ (Single Correct Answer)
+1
-0.33

A simply supported, uniformly loaded, two-way slab panel is torsionally unrestrained. The effective span lengths along the short span (x) and long span (y) directions of the panel are $l_{x}$ and $l_{y}$, respectively. The design moments for the reinforcements along the x and y directions are $M_{ux}$ and $M_{uy}$, respectively. By using Rankine-Grashoff method, the ratio $M_{ux}/M_{uy}$ is proportional to

A

$l_{x}/l_{y}$

B

$l_{y}/l_{x}$

C

$(l_{x}/l_{y})^{2}$

D

$(l_{y}/l_{x})^{2}$

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