GATE CE 1999 | Doubly Reinforced Sections Question 5 | Reinforced Cement Concrete

Maximum strain at the level of compression steel for a rectangular section having effective cover to compression steel as $$d'$$ and neutral axis depth from compression face $${X_u}$$ is

$$0.0035\left( {1 - {{d'} \over {{X_u}}}} \right)$$

$$0.002\left( {1 - {{d'} \over {{X_u}}}} \right)$$

$$0.0035\left( {1 - {{{X_u}} \over {d'}}} \right)$$

$$0.002\left( {1 - {{{X_u}} \over {d'}}} \right)$$

Questions Asked from Marks 1

GATE CE 2024 Set 1 (1) GATE CE 2022 Set 2 (1) GATE CE 1999 (1)

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