RC Structures and Moment of Resistance Calculations

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Questions and Answers

Match the following types of failure with their corresponding condition:

Balanced failure = p = p_b Compression failure = p > p_b Tension failure = p < p_b No failure = p = 0

Match the following reinforcement ratios with their respective reactions:

p = 0.01 = Tension failure p = 0.013 = Balanced failure p = 0.01611 = Tension failure p = 0.02 = Balanced failure

Match the following concrete grades with their corresponding $f_{cd}$ values:

C16 = $1.25$ C20 = $1.25$ C25 = $1.56$ C30 = $1.75$

Match the concepts with their definitions or characteristics:

<p>$M_r$ = Moment resistance $p_b$ = Balanced reinforcement ratio $f_{yd}$ = Design yield strength of steel $f_{cd}$ = Design compressive strength of concrete</p> Signup and view all the answers

Match the materials with their strengths:

<p>B420C = $f_{yk} = 420 N/mm^2$ C16 = $f_{cd} = 16.7 N/mm^2$ C20 = $f_{cd} = 20 N/mm^2$ C25 = $f_{cd} = 25 N/mm^2$</p> Signup and view all the answers

Match the following formulas with their application:

<p>$M_r = p_b.b.w.d^2.f_{yd}(1-0.599. rac{p.f_{yd}}{f_{cd}})$ = For calculating moment resistance $A_{st} = 0.85 f_{cd} b.w.a$ = For calculating reinforcement area $σ_s = 600 k_1 rac{d-a}{a}$ = To determine stress in steel $p_b = 0.85 k_1 rac{f_{cd}.600}{f_{yd}.600+f_{yd}}$ = To find balanced reinforcement ratio</p> Signup and view all the answers

Match the following structural elements with their components:

<p>RC-section = Reinforced concrete section Bending = Moment applied shear = Force applied perpendicular Axial load = Load along the axis</p> Signup and view all the answers

Match the following failure types with their characteristic strains:

<p>Balanced failure = $ε_s= ε_{sgd} = rac{f_{yd}}{ε_s}$ Compression failure = $ε_{cu} = 0.003$ Tension failure = $ au_s &lt; f_{yd}$ No failure = None of the above</p> Signup and view all the answers

Match the types of steel processing with their characteristics:

<p>Hot rolled = Processed at high temperatures Cold worked = Processed at room temperature</p> Signup and view all the answers

Match the concrete mix related terms with their definitions:

<p>Ecu = Strain limit for concrete p = Ratio of tensile reinforcement area to the beam dimensions</p> Signup and view all the answers

Match the properties of reinforcement with the appropriate values:

<p>$φ_{min}$ = $7-12mm$ minimum diameter $S_{max}$ = $0.85p rac{f_{yd}}{f_{cd}}$</p> Signup and view all the answers

Match the failure modes with their criteria:

<p>Tension failure = $p &lt; p_b$ Compression failure = $σ_s = f_{yd}$ at failure point</p> Signup and view all the answers

Match the minimum spacing criteria for reinforcement with the specific terms:

<p>$S_{min}$ = $0.8 rac{f_{yd}}{f_{cd}}$ $S_{max}$ = Up to $0.02$</p> Signup and view all the answers

Match terms related to stress distribution in beams with their symbols:

<p>$A_{sfyd}$ = Area of effective tensile reinforcement $M_r$ = Moment capacity</p> Signup and view all the answers

Match the parameters related to the tension failure with their descriptions:

<p>$ε_s ≥ ε_{syd}$ = Steel strain exceeds yield strain $A_{sfyd}$ = Calculated using $A_{sfyd} = 0.85 f_{cd} a.b.w$</p> Signup and view all the answers

Match the strain characteristics of concrete with their limits:

<p>$Ecu$ = $0.003$ strain limit $p_b$ = Critical point of reinforcement ratio</p> Signup and view all the answers

Match the definitions to the terms used in beam reinforcement:

<p>$a$ = Depth of neutral axis related to tensile area $d$ = Effective depth of the beam</p> Signup and view all the answers

Match the terms of tension reinforcement configuration with their values:

<p>$p$ = Concrete tensile reinforcement ratio $A_s$ = Tensile area of reinforcement</p> Signup and view all the answers

Match the failure modes in beams with their explaining factors:

<p>Tension failure = Corresponds with $p &lt; p_b$ Compression failure = Involves excessive stress on compressive components</p> Signup and view all the answers

Match the reinforcement design parameters with their formulas:

<p>$M_r$ = $p_b.b.w.d^2.f_{yd}(1-0.599)$ $S_{min}$ = $0.8 rac{f_{yd}}{f_{cd}}$</p> Signup and view all the answers

Match the reinforcement spacing descriptions with their criteria:

<p>$S_{min}$ = Minimum distance between reinforcement $S_{max}$ = Maximum allowable distance for effective stress distribution</p> Signup and view all the answers

Flashcards

Balanced Failure

A type of failure where tensile and compressive stresses are in equilibrium in a reinforced concrete member, resulting in simultaneous yielding of reinforcement and crushing of concrete.

Compression Failure

A type of failure in concrete where the concrete crushes before the reinforcement yields, if $p > p_b$ .

Reinforcement Ratio (p)

The ratio of the area of steel reinforcement to the area of the concrete section.

Balanced Reinforcement Ratio (p_b)

The reinforcement ratio at which the concrete and steel reach their yield strength simultaneously, marking the transition between tension and compression failures.

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Moment of Resistance (Mr)

The maximum bending moment a reinforced concrete section can withstand before failure.

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f_cd

Design compressive strength of concrete.

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f_yd

Design yield strength of steel.

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Concrete Cover (d)

The distance between the external surface of the concrete and the center of the reinforcing bar.

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Section Dimensions (b, w)

Width and depth (or length) of the rectangular reinforced concrete section.

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Tension Failure

A type of failure in reinforced concrete where the tensile steel yields before the concrete crushes, if $p < p_b$.

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Hot Rolled Steel

Steel produced by heating and rolling.

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Cold Worked Steel

Steel strengthened by cold deformation.

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Concrete Mix

A mixture of cement, aggregates, and water.

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Stress Distribution in Beam

How forces are spread across a beam.

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Ecu (0.003)

A value related to concrete compressive strain.

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TS500 φmin (7-12mm)

Minimum diameter of steel bars for a specific type (TS500).

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Smin (0.8 fyd/fcd)

Minimum spacing between reinforcement bars.

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Smax (0.85p fyd/fcd)

Maximum spacing between reinforcement bars.

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p (As/bwd)

Reinforcement ratio, area of steel by concrete area.

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Tension Failure (p < pb)

Reinforcement yields before concrete crushes.

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εs ≥ εsyd

Steel strain exceeds yield strain.

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σs = fyd

Steel stress equals design yield strength.

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Asfyd = 0.85 fcd abw

The product of steel area, yield strength, equals compressive strength and section area.

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a = Asfyd / 0.85 fcd bw

Calculation for the lever arm of the internal forces.

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Mr = pb bwd^2 fyd(1-0.599)

Moment capacity of the section at tension failure, with p<pb.

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Study Notes

Advantages and Drawbacks of RC

  • Steel is hot rolled and cold worked.
  • Concrete mix is used.

Stress Distribution in a Beam

  • Ecu = 0.003
  • 0.85 fed
  • Fc = 0.85fcd. a. bw
  • 2 = yd (Lever arm)
  • FS = As.

TS500 and TS500

  • Smin = 0.8 fyd
  • Smax = 0.85 fyd
  • ≤0.02

Tension Failure

  • p < Pb
  • Es > Eaydos = fyd
  • Asfyd = 0.85 fcd abw

Balanced Failure

  • Es = Esyd = fyd
  • Mb = 0.85 k₁fcd bwd² (1-0.599 fyd)

Compression Failure

  • Ecu = 0.003
  • Ts < fyd
  • Asfyd = 0.85 fcd bwd
  • a = 600 k₁ d -a
  • < fyd

Moment of Resistance (Mr)

  • Mr = Fo.2 = Fs. 2
  • p=0.85fcd.k1.600
  • fyd

Example Calculations (Page 3)

  • Calculate Mr and reinforcement quantity for rectangular-section with dimensions of 25x55cm and reinforcement ratio p=0.01.
  • Given different reinforcement types (C16, C20, C25).
  • Results are presented for each type and failure condition.

Concrete and Steel Strength Effect on Moment (Page 4)

  • Concrete strength has less effect on moment of resistance compared to steel.

Example Calculation (Page 4)

  • Examine a reinforced concrete section for conformance with TS500
  • Define the type of failure.
  • Parameters include fck, fyk, ym, and fcd.
  • Tensile and compressive reinforcement are calculated, and stirrup parameters are considered.

Reinforcement Ratio Check (Page 5)

  • Calculating specific reinforcement ratios (p and pw).
  • Checking these ratios against specific limits to ensure compliance with standards, for tensile or compression failure.
  • Includes calculations checks (p < 0.85pb, p <0.02, etc.).
  • Values to ensure compliance.

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