Reinforced Cement Concrete
Singly Reinforced Sections
Marks 1Marks 2
Workmenship and Fundamentals
Marks 1Marks 2
Doubly Reinforced Sections
Marks 1Marks 2
Limit State of Collapse Shear
Marks 1Marks 2Marks 5
Limit State of Collapse Torsion
Marks 1Marks 2
Limit State of Collapse Compression
Marks 1Marks 2
Footings
Marks 2
Limit State of Serviceability
Marks 1Marks 2
Prestressed Concrete
Marks 1Marks 2Marks 5
1
GATE CE 2024 Set 2
Numerical
+2
-0

A concrete column section of size 300 mm $\times$ 500 mm as shown in the figure is subjected to both axial compression and bending along the major axis. The depth of the neutral axis ($x_u$) is 1.1 times the depth of the column, as shown.

GATE CE 2024 Set 2 Reinforced Cement Concrete - Limit State of Collapse Torsion Question 2 English

The maximum compressive strain ($\epsilon_c$) at highly compressive extreme fiber in concrete, where there is no tension in the section, is _______________ $\times 10^{-3}$ (rounded off to 2 decimal places).

Your input ____
2
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
At the limit state of collapse, an $$RC$$ beam is subjected to flexural moment $$200$$ $$kN$$-$$m$$, shear force $$20$$ $$kN$$ and torque $$9$$ $$kN$$-$$m$$. The beam is $$300$$ $$mm$$ wide and has a gross depth of $$425$$ $$mm,$$ with an effective cover of $$25$$ $$mm$$. The equivalent nominal shear stress $$\left( {{\tau _{ve}}} \right)$$ as calculated by using the design code turns out to the lesser than the design shear strength $$\left( {{\tau _c}} \right)$$ of the concrete.

The equivalent shear force $$\left( {{V_e}} \right)$$ is

A
$$20$$ $$kN$$
B
$$54$$ $$kN$$
C
$$56$$ $$kN$$
D
$$68$$ $$kN$$
3
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
At the limit state of collapse, an $$RC$$ beam is subjected to flexural moment $$200$$ $$kN$$-$$m$$, shear force $$20$$ $$kN$$ and torque $$9$$ $$kN$$-$$m$$. The beam is $$300$$ $$mm$$ wide and has a gross depth of $$425$$ $$mm,$$ with an effective cover of $$25$$ $$mm$$. The equivalent nominal shear stress $$\left( {{\tau _{ve}}} \right)$$ as calculated by using the design code turns out to the lesser than the design shear strength $$\left( {{\tau _c}} \right)$$ of the concrete.

The equivalent flexural moment $${M_{{e_1}}}$$ for designing the longitudinal tension steel is

A
$$187$$ $$kN$$-$$m$$
B
$$200$$ $$kN$$-$$m$$
C
$$209$$ $$kN$$-$$m$$
D
$$213$$ $$kN$$-$$m$$
Questions Asked from Marks 2
GATE CE Subjects
Engineering Mechanics
Strength of Materials Or Solid Mechanics
Structural Analysis
Construction Material and Management
Reinforced Cement Concrete
Steel Structures
Geotechnical Engineering
Fluid Mechanics and Hydraulic Machines
Hydrology
Irrigation
Geomatics Engineering Or Surveying
Environmental Engineering
Transportation Engineering
Engineering Mathematics
General Aptitude