RCC and Structural Codes Quiz
10 Questions
1 Views

Choose a study mode

Play Quiz
Study Flashcards
Spaced Repetition
Chat to Lesson

Podcast

Play an AI-generated podcast conversation about this lesson

Questions and Answers

Which code provides guidelines for concrete mix proportioning?

  • IS 456:2000
  • IS 10262:2009 (correct)
  • IS 3370:1965
  • IS 13920:1993

What type of loads does IS 875:1987 specifically address?

  • Wind Loads
  • Seismic Loads
  • Special Loads & Load Combinations (correct)
  • Live Loads

Which material is NOT listed under Section 2 of IS 456:2000?

  • Reinforcement
  • Steel (correct)
  • Water
  • Admixture

Which section of IS 456:2000 is primarily concerned with material and workmanship inspection?

<p>Section 2 (A)</p> Signup and view all the answers

Which of the following is an example of a retarding admixture?

<p>Sodium Tartrate (D)</p> Signup and view all the answers

What does the characteristic compressive strength, denoted as fck, represent?

<p>The strength below which not more than 5% of test results are expected to fail. (D)</p> Signup and view all the answers

According to IS 456: 2000, how is the mean strength of concrete defined?

<p>The strength where 50% of the test results fall below and 50% fall above. (C)</p> Signup and view all the answers

What is indicated by the range of slump values for concrete used in road works?

<p>20-28 mm (B)</p> Signup and view all the answers

Which of the following tests is preferable for low workability in measuring concrete workability?

<p>Compaction factor test (B)</p> Signup and view all the answers

What impact does long-term creep have on Young's modulus of elasticity of concrete?

<p>It decreases the long-term modulus significantly. (A)</p> Signup and view all the answers

Study Notes

Important Codes for Concrete and Steel Structures

  • IS 456:2000 outlines practices for plain and reinforced concrete.
  • IS 800:2007 and IS 800:1984 define limit state method (LSM) and working stress method (WSM) for steel structure design, respectively.
  • IS 875:1987 provides criteria for load calculations, including:
    • Part I: Dead load
    • Part II: Imposed load
    • Part III: Wind load
    • Part IV: Snow loads
    • Part V: Special load & load combinations.
  • IS 1343:1980 focuses on prestressed concrete design.
  • IS 1893:2002 sets standards for earthquake-resistant structures.
  • IS 3370:1965 addresses concrete structures for liquid storage.
  • IS 10262:2009 is a guideline for concrete mix proportioning.
  • IS 13920:1993 relates to ductile detailing of concrete under seismic forces.
  • SP 6 (1):1964 is a handbook for structural engineers with practical insights.
  • SP 16:1980 aids reinforced concrete design per IS 456:2000.
  • SP 23:1982 offers guidance on concrete mixes.
  • SP 24:1983 serves as an explanatory handbook for IS 456:2000.
  • SP 34:1987 focuses on concrete reinforcement and detailing work.

Sections and Annexures of IS 456:2000

  • Contains 5 sections and 8 annexures. Key sections are:
    • Section 2: Material, Workmanship, Inspection, and Testing, which covers essential materials like cement, aggregates, water, and admixtures.

Types of Materials

  • Cement: A critical binding material in concrete.
  • Aggregates: Essential for concrete mix, varying in size and type.
  • Water: Vital for hydration of cement.
  • Admixtures: Include:
    • Mineral admixtures like fly ash, silica fume, and rice husk ash.
    • Chemical admixtures, for example:
      • Accelerators (calcium chloride, fluosilicate).
      • Retarders (sodium tartrate, tartaric acid).
      • Water-reducing agents (calcium lignosulphate).
  • Reinforcement: Steel bars or mesh used to increase concrete tensile strength.

Concrete Properties

  • Strength:
    • Characteristic compressive strength (fck) is the value below which 5% of test results are expected to fail.
    • Mean strength reflects the average, where 50% of the results are expected to pass.
  • Young's Modulus of Elasticity: Defined by IS 456:2000; measures the stiffness of concrete.
  • Creep and Shrinkage: Affects long-term strength and performance of concrete.

Workability

  • Measured by various tests to assess its ease of placement:
    • Compaction Factor Test: Suitable for low workability.
    • Slump Test: Commonly used, varies from 25mm to 150mm.
    • Vee Bee Test: Assesses workability at high levels.
    • Flow Test: Measures very fluid concrete characteristics.

Workability Standards

  • Slump ranges for different applications:
    • Concrete for road works: 20-28 mm.
    • Ordinary RCC works: 50-100 mm.
    • Columns and retaining walls: 12-25 mm.
    • Mass concrete: 75-175 mm.
  • Correlation between slump values and compacting factors:
    • 0-25 mm slump: 0.78-0.80 compacting factor.
    • 25-75 mm slump: 0.85-0.87 compacting factor.
    • 50-100 mm slump: 0.92-0.935 compacting factor.
    • 100-150 mm slump: 0.95-0.96 compacting factor.

Studying That Suits You

Use AI to generate personalized quizzes and flashcards to suit your learning preferences.

Quiz Team

Related Documents

RCC I PDF

Description

Test your knowledge on the important codes related to Reinforced Cement Concrete (RCC) and structural engineering. This quiz covers key codes such as IS 456:2000, IS 800:2007, and IS 875:1987 among others. Perfect for Kerala PSC aspirants and civil engineering students.

Use Quizgecko on...
Browser
Browser