Lecture 2 Flashcards

1
Q

Highways with 1-2 lanes have a ______width

A

12’

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2
Q

Highways with 4 lanes have a ______wide right shoulder

A

10’

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3
Q

Highways with 4 lanes have a ______wide right shoulder

A

10’

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4
Q

Highways with 4 lanes have a ______wide left shoulder

A

4’

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5
Q

Highways with 6-8 lanes have a ______wide left shoulder

A

10’

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6
Q

The minimum median width is obtained by…

A

adding two left shoulder width in table 3.10 AASHTO to give 10’ for 4 lane and 22’ for 6 and 8

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7
Q

for freeways and arterial systems a minimum vertical clearance is

A

16’ plus an allowance for about 6 inches of resurfacing

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8
Q

A general statement for assuring safety in design is that

A

the resistance of the components supplied must exceed the demands placed on them by the loads

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9
Q

A limit state can be defined as

A

a condition beyond which a bridge system or component ceases to fulfil the function for which it was designed

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10
Q

The value to be used for the strength limit state ductility factors in non ductile components and connections is…

A

ηd = 1.05

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11
Q

The value to be used for the strength limit state ductility factors in ductile components and connections is…

A

ηd = .95

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12
Q

Ductility is importannt to the safety of the bridge because

A

If ductility is present, overloaded portions of the structure can redistribute the load to other portions that have reserve strength.

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13
Q

What is the redistribution of the load from ductility dependent on?

A

the ability of the overloaded component and its connections to develop inelastic deformations WITHOUT failure

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14
Q

When is a structure statically indeterminant?

A

When it has more restraints than necessary to satisfy conditions of equilibrium

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15
Q

Benefits of Redundancy in a bridge system

A

To increase its margin of safety and its reflected strength limit state redundancy factors

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16
Q

What is the redundancy factor for non-redundant members?

A

ηR= 1.05

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17
Q

What is the redundancy factor for redundant members?

A

ηR= .95

18
Q

What is the redundancy factor for conventional redundant members?

A

ηR= 1.00

19
Q

True/False Single load paths or non redundant bridge systems are encouraged

A

False, they are not

20
Q

Extreme limit state and strength limit state have a importance factor of ________for non ductile components

A

ηi= 1.05

21
Q

Extreme limit state and strength limit state have a importance factor of ________for ductile components

A

ηi= .95

22
Q

Limit states to consider in bridge design

A
  1. service limit state
  2. fatigue limit state
  3. strength limit state
  4. extreme limit state
23
Q

Service limit state pertains to?

A

restrictions on stresses, deflections, and crack width of bridge components

24
Q

For service limit state resistance factor Φ and load factor γi are =

A

1.0

25
Q

How many service limit state conditions are there?

A

4

26
Q

Define service limit state 1

A

refers to the load commination elating to normal operational use of the bridge with 55 mph wind

27
Q

Define service limit state 2

A

this service limit state refers to the load combination relating to steel structures and is intended to control yielding and slip critical connections

28
Q

Define service limit state 3

A

This limit state refers to the load combination relating to tension in pre-stressed concrete superstructure with the objective of crack control.

29
Q

Define service limit state 4

A

This limit state refers to the load combination relating to tension in pre-stressed concrete substructure with the objective of crack control.

30
Q

AASHTO defines __#____ fatigue limit states

A

2

31
Q

The fatigue limit state refers to restrictions on…

A

stress range caused by a design truck

32
Q

The fatigue and fracture limit state Φ

A

1.0

33
Q

What limit state defines ΦRn >= η Σ Υi Qi

A

Strength limit state

34
Q

Strength limit state defines the evaluation of the resistance to…

A

Bending
Shear
Torsion
Axial Load

35
Q

Define strength limit state 1

A

this is the basic load combination relating to the normal vehicular use of the bridge without wind

36
Q

Define strength limit state 2

A

this is the basic load combination relating to use of the bridge by permit vehicles without wind

37
Q

Define strength limit state 3

A

This strength limit is the basic load combination relating to the bridge exposed to wind velocity exceeding 55mph

38
Q

Define strength limit state 4

A

This strength limit is the basic load combination relating to very high dead load/live load force effect ratios

39
Q

Define strength limit state 5

A

This strength limit is the basic load combination relating to the normal vehicular use of the bridge with wind of 55mph velocity. It differs from strength 3 b the presence of the live load on the bridge, wind on the live load and reduced wind on the structure.

40
Q

Extreme event limit state defnes

A

Refers to the structural survival of a bridge during a major earthquake or floods or when collided by a vessel, vehicle or ice flow. (apply separately)

41
Q

+

A