Design Philosophies Flashcards

(36 cards)

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

17
Q

The safety criterion in design allows that

18
Q

The factor of safety in design is given by

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

21
Q

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

22
Q

LRFD is based on

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
reduction of live loads L are made because it is unlikely that the area of load applictation will not cover
less than 50%
26
LRFD is about
capacity determination
27
in design survival means
R>Q
28
In (R/Q)<0= Failure is the same as
both
29
when a design is conservative it follows that it is
expensive
30
dead loads differ with live loads depending on how long the load is applied on the member
True
31
Lr stands for
roof live load
32
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)
1.41
33
determine the value of L if a live load of 100kn is place over a garage area of 20 sqm
5 kpa
34
why are earthquake and wind not combined for a possible design load combination
they don't usually exist together
35
a conservative design is
very safe but expensive
36
an efficient design is
strong and economical