Lecture 1 Flashcards

1
Q
•Introduction to Eurocodes
• Introduction to reliability theory
• Limiting states relevant for structural design of steel
and concrete structures,
• Target reliabilities
• Load factors
A

.

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2
Q

What are Eurocodes?

A

They are set European standards for the design of buildings and other civil engineering work.

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3
Q

Purpose of Eurocodes?

A

They provide uniform levels of safety and standardise the building quality. It allows for there to be a common understanding between engineers etc.

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4
Q

What philosophy does the Eurocode use?

A

It uses the limit state design philosophy. Theres are performance criteria which need to be met otherwise it is classed as a failure.

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5
Q

Reliability- The code is divided into 3 classes

A

CC3- high consequence for loss of human life, or economic, social or environmental
consequences very great
CC2-Considerable
CC1-Small

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6
Q

Limiting states

A
  • Ultimate limit state
  • Serviceability
  • Resistance
  • Robustness
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7
Q
  • Ultimate limit state and formula
A
  • Safety of the people
  • Strength
  • Failure
  • Fatigue

– 1.35 Gk + 1.5 Qk1 (Loads multiplied by load factors)

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8
Q
  • Serviceability and formula
A
  • Cracks
  • Comfort
  • Function

– 1.0 Gk + Qk1 (for deflection causing damage to non-structural members)
– 1.0 Gk + Σ Ψ2 Qk (for deflection causing issues with visibility)

Ψ2 will be given or you will look it up in a table A 1.1.

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9
Q

-Resistance

A
  • Durability and Fire
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10
Q

-Robustness

A

-Accidental damage

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11
Q

What is the main design requirement

A

Wed < WRd

Design effect < Design resistance

i.e. The resistance needs to be higher than the load being applied.

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12
Q

Material and Load Factors

A

Loads are multiplied by load factors to take account of the variability of the loading
and the uncertainties in the loading model

Material properties are divided by a material factor to take account of the variability
in properties and the inaccuracy in the structural model

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13
Q

Abbreviation for loads

A
The following notation is adopted in EC1:
• Dead loads - G
• Imposed loads - Q
• Snow loads - Q
• Wind loads - W
• Accidental loads - A
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