Design Loads Flashcards

1
Q

two main sources of loads

A

gravity and environmental

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2
Q

what determines the loads the structure will potentially be exposed to?

A

intended use and location

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3
Q

minimum load

A

is representative of the loading that the structure will potentially experience

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4
Q

Describe heirachy of building controls

A

building act 2004
Building Regulations (building code)
Standards

pyramid order

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5
Q

What is the building code

A

It sets the minimum performance standards buildings must meet

e.g. structural stability, fire safety, durability, access…

NOTE: doesn’t include how to meet these requirements

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6
Q

Building Controls (3)

A
  • building act 2004
  • building regulations 1992
  • Building code
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7
Q

What is the building act?

A

Is the primary legislation governing the building and construction industry. The Act sets out the rules for the construction, alteration, demolition and maintenance of new and existing buildings in New Zealand

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8
Q

Purpose of the building act

A
  • people can use buildings safely and without endangering their health
  • buildings have attributes that contribute appropriately to the health, physical independence and
    wellbeing of the people who use them
  • people who use a building can escape from the building if it is on fire
  • buildings are designed, constructed and able to be used in ways that promote sustainable development.
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9
Q

three levels of clauses in the building code

A
  • objective
  • functional requirement
  • performance
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10
Q

ps1
ps2
ps4

A

design
design review
construction review

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11
Q

Purpose of design

A

capacity must equal or exceed demand

or

design strength must equal or exceed design actions

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12
Q

Ultimate limit state

A

is the upper bound.

We check fracture, buckling, overturning, yeild

less than a 5% probability of the loads being exceeded in the 50yr design life.

Ultimate Limit State Design brings together the demand and the capacity, using load factors on the
demand, and strength reduction factors on the capacity

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13
Q

Serviceability Limit state

A

lower bound

We check excessive deflection, cracking, vibration

the load factors for the serviceability cases are such that there is a 5% change of the magnitude of the action being exceeded in any year.

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14
Q

When should the imposed action be applied?

A

When its application makes the design actions (moments/forces) more critical

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15
Q

nominal strength

A

used to further reduce the probability of structural collapse.

There is a 95% probability that the
actual strength will exceed it

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16
Q

What is Load and Resistance Factored Design (LRFD)

A

Want to ensure that the ‘gap’ between the nominal load and the nominal strength is acceptable, and we call this a ‘Factor of Safety’.

To achieve this acceptable F.o.S we apply Load Factors to the nominal design loads, and Strength Reduction Factors to the nominal strength

17
Q

design strength

A

is the nominal strength reduced by the strength reduction factor YSn

18
Q

describe seismic design philosophy

A

Thinking about our choice of design loads, the potential structural configuration and materials, and our analytical techniques and design procedures that we will employ.

19
Q

seismic design philosophy prinicples

A
  • A minor earthquake should cause no damage
  • A moderate earthquake may cause repairable damage
  • A large earthquake can cause controlled extensive damage but the building shall not collapse, people shall still be able to escape the building, and there should be no loss of life.
20
Q

earthquake excitation and structures response

A

Acceleration of the ground. Response of a structure to an earthquake only depends on natural frequency and damping ratio.

21
Q

Why is it called a SDOF system

A

The number of degrees of freedom needed to define the displaced position of all the masses relative to
their original position defines how we refer to a system.

22
Q

Natural frequency (period)

A

is a function of the stiffness of a structure and the mass of the structure

23
Q

Ductility

A

is the structures ability to undergo large deformations without collapsing

24
Q

Why is ductility desireable

A
  • Ductile components of buildings can absorb energy from earthquake shaking.
  • Ductile buildings are designed for lower seismic forces resulting
    in less material and therefore less resources.
  • Designed to undergo significant deformation and therefore will not fail in a brittle sudden manor.
  • Ductile buildings have built-in protection for a larger than predicted earthquakes
25
Why is ductility less desirable
- single use, damage is to expensive to repair after an earthquake - higher design displacement
26
building response parameters
drift and acceleration
27
Overall horizontal displacement (global drift)
total deflection/building height. At ULS loading, the loading standard limits this to 2.5%.
28
What is earthquake loading determined by?
period, stiffness and mass
29
parameters that influence wind loading
wind speed, how it is translated into pressure --> internal pressure, external pressure --> the actual pressures that are experienced by the structure are influenced by the form of the structure
30
Md. directional multiplier
allows for a reduction to the site wind speed based on wind direction
31
Mz, Ms, Mt
site exposure multipliers terrain multiplier sheilding multiplier topographic multiplier
32
Ms sheilding multiplier
Is to account for the reduction in wind speed as a result of obstacles on the upwind side of the building. Shielding can ONLY be provided by buildings or structures NOT vegetation.
33
external pressure coefficient is a function of
size and shape of the structure and position
34
internal pressure is a function of
external pressure, leakage and opening in the external surfaces sometimes internal volume (large buildings)
35
describe to pathways to show compliance with the building code
- Acceptable solutions and verification method e.g.NZS 3604 - Alternative Solutions e.g.must show that the building meets performance requirements of the building code
36