# Limit State of Collapse Compression · Reinforced Cement Concrete · GATE CE

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## Marks 1

GATE CE 2015 Set 2
A column of size $$450\,mm \times 600\,mm$$ has unsupported length of $$3.0$$ $$m$$ and is braced against side sway in both directions. According to $... GATE CE 2003 The effective length of a column in a reinforced concrete building frame, as per $$IS:$$ $$456$$-$$2000,$$ is independent of the GATE CE 1999 In reinforced concrete, pedestal is defined as compression member, whose effective length does not exceed its dimension by GATE CE 1996 The effective length of a circular electric pole of length $$L$$ and constant diameters erected on ground is, GATE CE 1995 The lateral ties in a reinforced concrete rectangular column under axial compression are used to GATE CE 1995 In a reinforced concrete beam-column, the increase in the flexural strength along with the increase in the axial strength occurs GATE CE 1992 A reinforced concrete member is subjected to combined action of compressive axial force and bending moment. If $${\varepsilon _{\min }}$$ is the least... ## Marks 2 GATE CE 2008 A reinforced concrete column contains longitudinal steel equal to $$1$$ percent of net cross-sectional area of the column. Assume modular ration as $$... GATE CE 2005 A rectangular column section of$$250\,\,mm \times 400\,mm$$is reinforced with five steel bars of grade$$Fe500,$$each of$$20mm$$diamete... GATE CE 2004 An$$RC$$short column with$$300\,\,mm \times 300\,mm$$square cross-section is made of$$M20$$grade concrete and has$$4$$numbers,$$20mm$$d... GATE CE 1997 Design a square$$R.C$$column to resist an axial load of$$400kN$$due to dead load and$$240kN$\$ due to live load at service stage. Desig...
GATE CE 1993
Interaction diagram of a rectangular reinforced concrete beam-column is shown in Fig. with reference to this figure, which of the following statements...
GATE CE 1993
Interaction diagram of a rectangular reinforced concrete beam-column is shown in Fig. with reference to this figure, which of the following statements...
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