1
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
2
GATE CE 2001
MCQ (Single Correct Answer)
+1
-0.3
Identify the most efficient butt joint (with double cover plates) for a plate in tension from the patterns (plan views) shown below, each comprising $$6$$ identical bolts with the same pitch and gauge. GATE CE 2001 Steel Structures - Riveted Joints and Bolted Joints Question 1 English
A
GATE CE 2001 Steel Structures - Riveted Joints and Bolted Joints Question 1 English Option 1
B
GATE CE 2001 Steel Structures - Riveted Joints and Bolted Joints Question 1 English Option 2
C
GATE CE 2001 Steel Structures - Riveted Joints and Bolted Joints Question 1 English Option 3
D
GATE CE 2001 Steel Structures - Riveted Joints and Bolted Joints Question 1 English Option 4
3
GATE CE 2001
MCQ (Single Correct Answer)
+2
-0.6
Consider the following two statements related to structural steel design, and identify whether they are True or FALSE.

$${\rm I}.\,\,\,\,\,\,$$ The Euler buckling load of a slender steel column depends on the yield strength of steel.
$${\rm II}.\,\,\,\,\,\,$$ In the design of laced column, the maximum spacing of the lacing does not depend on the slenderness of column as a whole.

A
Both statements $${\rm I}$$ and $${\rm II}$$ are TRUE
B
Statement $${\rm I}$$ is TRUE, and Statement $${\rm II}$$ is FALSE
C
Statement $${\rm I}$$ is FALSE, and Statement $${\rm I}$$$${\rm I}$$ is TRUE
D
Both Statements $${\rm I}$$ and $${\rm I}$$$${\rm I}$$ are FALSE
4
GATE CE 2001
Subjective
+5
-0
The relevant cross-sectional details of a compound beam comprising a symmetric $${\rm I}$$-section and a channel section (with welded connections), proposed for a steel gantry girder, are given below (all dimensions are in $$mm$$)

$$(a)$$ Determine the depth of the centroidal axis $$\overline y $$ and the second moment of area, $${{\rm I}_{xx}}$$ and $${{\rm I}_{yy\,\,eff}}$$ of the compound section. For computing $${{\rm I}_{yy\,\,eff}}$$ include the full contribution of the channel section, but only the top flange of the $${\rm I}$$-section.

$$(b)$$ Determine the maximum compressive stress that develops at a top corner location on account of a vertical bending moment of $$550.0$$ $$kN$$-$$m,$$ combined with a horizontal bending moment of $$15.0$$ $$kN$$-$$m.$$

GATE CE 2001 Steel Structures - Beams Question 1 English
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