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Reinforced Concrete Structures Theory

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An RC section $230 mm{\times}600 mm$ depth overall and reinforced with $4-20 mm{\phi}$ is used as simply supported beam over an effective span of 5m.
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Determine ultimate moment of resistance for a singly reinforced rectangular beam of width 230mm and 500 mm overall depth effective cover provided to the tensile reinforcement is 40 mm.
reinforced concrete structures theory updated 4.0 years ago by ninadsail • 10
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Determine ultimate moment of resistance of a singly reinforced rectangular beam of width 150 mm and overall depth 360 mm.
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Determine the area of steal required for a singly reinforced conc beam $200mm{\times}450 mm$ deep (effective) to respect an ultimate moment of 70 KNm. Assume $M_{20}/F_{e415}$
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Calculate ultimate L.C.C of short axially loaded R.C. column of size $400 \times 400mm$ if it is reinforced with 8 bars of $16mm. \theta$ as longitudinal reinforcement. Use $M20/Fe415.$
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Design a short hellically reinforced column to resist ultimate axial load of $1200 kN.$ Use $M20$ grade of concrete $Fe415$ grade of steel.
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Find the design strength corresponding to limiting condition of 'no tension' in the column section. Assume eccentricity of loading with respect to major axis only. Use $M25/Fe415.$
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Design a short column square is c/s to carry an axial load of $2200$ kN using $M20/Fe415.$ Adopt LSM. Also design lateral ties.
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Calculate ultimate load carrying capacity of reinforced concrete short column with $300mm \times 300mm$ section.
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Design a short column, square in cross section to carry an axial load of $2000 kN$ using $M20$ concrete mix and HYSD steel of grade $Fe415$
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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A R.C.C Column $300mm \times 500mm$ is reinforced equally on two short sides by $3000mm^2$ on each side. The cover to the center of steel is $50mm. $
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Calculate the load carrying capacity of a short axially loaded circular column $350mm$ dia. reinforcement with $6-20mm\theta$ bars.
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Under what situation a beam will be subjected to torsional moment. How longitudinal and transverse reinforcement is designed to resist it.
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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What are the functions served by longitudinal and transverse steel reinforcement in column, distribution steel in slab and stirrups in case of beam?
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Explain Pedestal, short column and long column
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Explain different types of column.
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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A rectangular column of dimensions $(300 \times 450)$ mm subjected to an ultimate axial load of $1000 $KN. Design the isolated footing for the column assuming SBC to be $190 KN/m^2 .$
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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A rectangular column of dimension (275 x 450) mm is subjected to an ultimate axial load of 900KN. Design the footing for the column assuming safe bearing capacity of the soil to the $210KN/m^2$.
reinforced concrete structures theory updated 4.0 years ago by ninadsail • 10
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Design a combined footing connecting two column A and B, 4m centre to centre, carrying ultimate axial load of $1200KN$ and $1400KN$ respectively.
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Design a combined rectangular footing for two columns A and B carrying a load of $800 kN$ and $1000 kN$ respectively.
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Design the combined rectangular pad footing using following details
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Design a $5.5$ slab for a room of size $4m \times 5.75m$ (internal). The slab panel is subjected to live load of $3.5kN/m^2$ floor finish load $1kN/m^2$ apart from its self weight.
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Design The slab for a room of size $44m \times5m$ with two adjacent edges discontinuous. The slab panel is subjected to live load $3.5 kN/m^2$ and floor finish load $1 kN/m^2$ apart from its self wt.
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Design a roof slab on a room of clear dimension $3m \times 4m.$ The slab is simply supported on $230mm$ thick walls on all four sides.
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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Design a simply supported slab to cover a room of internal dimensions $4m \times 5.75m$ and $230mm$ thick brick wall around.
reinforced concrete structures theory updated 4.0 years ago by teamques10 ★ 68k
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