Design Philosophies Flashcards

1
Q

A condition in which structure becomes unsafe due to possible collapse of the structure.

A

Strength Limit State

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2
Q

Excessive vibration is an example of strength limit state

A

False

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3
Q

Resistance to flexure is an example of serviceability limit state

A

False

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4
Q

Working stress design and ultimate strength design are considered limit state design

A

False

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5
Q

ASD and LRFD are generally the same in terms of providing adequate factor of safety

A

False

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6
Q

Allowable stress must always be greater than or equal to actual stress is a strength design approach

A

True

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7
Q

Overloading of structures and under strengthening of members are the factors of safety _______ design method

A

Load and resistance

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8
Q

The usual factor of safety given to beams and tension members is ______

A

1.67

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9
Q

Connection design have bigger factor of safety than member design like columns and beams because connection failure are

A

Brittle

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10
Q

The load factor used in strength design method depends on

A

type of member

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11
Q

since LRFD or strength design method involved several factors of safety, the probability of failure is given by the margin of safety as well as

A

Reliability Index

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12
Q

Importance of the member of the structure may affect the reduction factor value

A

True

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13
Q

LRFD or strength design method will always be safer ans economical than ASD and WSD

A

True

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14
Q

The potential limit state are the same for every structural member subjected to a specific load requirement

A

False

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15
Q

Plastic design is and limit state design is a part of a limit state design

A

True

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16
Q

The allowable strength design method is a patterned after

A

WSD

17
Q

The safety criterion in design allows that

A

R>0

18
Q

The factor of safety in design is given by

A

R/Q

19
Q

In the allowable stress design method, the factor of safety is given to the resistance and no factor of safety is given to the actual ________

A

nominal strength

20
Q

when the factor of safety is high, the reliability index is

A

high

21
Q

the factor of safety for connection ranges from 2.5 to 3 because it is

A

critical

22
Q

LRFD is based on

A

probability

23
Q

the coefficient of the load factors for ASD are

A

based on judgment

24
Q

factor of safety are provided in LRFD both on factored load and

A

understrength

25
Q

reduction of live loads L are made because it is unlikely that the area of load applictation will not cover

A

less than 50%

26
Q

LRFD is about

A

capacity determination

27
Q

in design survival means

A

R>Q

28
Q

In (R/Q)<0= Failure is the same as

A

both

29
Q

when a design is conservative it follows that it is

A

expensive

30
Q

dead loads differ with live loads depending on how long the load is applied on the member

A

True

31
Q

Lr stands for

A

roof live load

32
Q

what is the factor of safety for a dead load of 10kn and an understrength factor of 0.85 if the overload factor of 1.2 is applied dead load (Use LRFD)

A

1.41

33
Q

determine the value of L if a live load of 100kn is place over a garage area of 20 sqm

A

5 kpa

34
Q

why are earthquake and wind not combined for a possible design load combination

A

they don’t usually exist together

35
Q

a conservative design is

A

very safe but expensive

36
Q

an efficient design is

A

strong and economical