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COSC 421 - Soil & Structural Analysis > Exam 01 > Flashcards

Exam 01 Flashcards

1
Q

In regards to the entity which has authority over enforcing building codes, the acronym AHJ most nearly stands for:

A

Authority Having Jurisdiction

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2
Q

(T/F) The recorded wind speed during Hurricane Michael exceeded the design wind speed as specified by the AHJ.

A

True

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3
Q

All of the following are considered a dead load except:
Occupants
Weight of structural members
All of the above
Weight of permanent non-structural components

A

Occupants

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4
Q

In un-reinforced concrete ductile or brittle?

A

Brittle

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5
Q

Define slump and why it is important for concrete construction:

A

Work-ability of concrete ***

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6
Q

What does the symbol f’c stand for?

A

Compressive strength of concrete

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7
Q

(T/F) The maximum moment on a continuous beam with a uniformly distributed load occurs at the first interior support.

A

True

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8
Q

The maximum shear on a simply supported beam with a uniformly distributed load occurs at which location on the beam:

A

At the supports

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9
Q

The maximum moment on a simply supported beam with a uniformly distributed load occurs at which location on the beam:

A

mid-span

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10
Q

(T/F) The code specifies minimum flexural reinforcement but not maximum.

A

False

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11
Q

On a continuous beam with uniformly distributed loading, the flexural moment is greatest at:

A

First interior support

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12
Q

What are the likely consequences of adding too much water (more than the design mix w/cm ratio) to a concrete mix?

A

Reduced compressive strength (f’c)

Increase amount of shrinkage cracking.

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13
Q

(T/F) Reinforcement covers dictated by structural drawings are minimums and can be increased at the contractor’s options without detrimental effects.

A

False

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14
Q

(T/F) Steel shear reinforcement (stirrups) is required in all concrete flexural members regardless of the member type, demand and shear capacity of the concrete.

A

False

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15
Q

Per the 03 30 00 Cast-in-Place Concrete Specification, concrete shall not be placed when the outside air temperature is XXXX°F or less unless cold weather concreting practices are followed.

A

40

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16
Q

The reason for ACI 318 specifying maximum aggregate size in concrete mix design is most nearly:

A

To facilitate placement of concrete around the reinforcement without honeycombing due to blockage by closely spaced reinforcement.

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17
Q

Given a project in which only (1) sample for strength tests is required, how should the sample concrete be selected?

A

Random basis

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18
Q

Special inspections for concrete construction such as inspection of formwork is required by the IBC on all commercial projects.

A

False

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19
Q

(T/F) Concrete is strong in tension but weak in compression.

A

False

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20
Q

(T/F) Elastic shortening of concrete is an example of a pre-stress loss that occurs immediately.

A

True

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21
Q

(T/F) Submitals as opposed to RFI’s become a part of the contract documents and thus it is important to make any major changes to the construction documents within a submittal.

A

False

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22
Q

All of the following are example of submittals related to reinforced concrete except:

Erection drawings
Mix design
Reinforcement placement drawings
Curing compound product data

A

Erection drawings

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23
Q

If a concrete sample has a higher slump than per the approved mix design, which of the following is least likely to be the cause:

A

Too much cement.

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24
Q

(T/F) A concrete mix with a w/c ratio of 0.55 is more likely to have numerous shrinkage cracks then a mix with a w/c ratio of 0.45.

A

True

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25
Q

On a continuous beam with uniformly distributed loading, the flexural moment is greatest at:

A

First interior support

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26
Q

The purpose of skin reinforcement which is required on deep beams can best be described as:

A

To control cracking in the section which is especially critical for deep beams in which the neutral axis is located far away from the tension side of the beam.

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27
Q

According to the American Concrete Institute, who is responsible for providing a concrete cylinder cure box at the job site?

A

Contractor

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28
Q

The strength reduction factor for a concrete section controlled by flexure is 0.9 where for compression it is 0.75, what is best explanation for the reason between the different factors.

A

A concrete member that fails via flexure will provide greater warning signs of the overload than if it fails by shear.

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29
Q

(T/F) Increasing the concrete compressive strength of a concrete beam has negligible effect on the ultimate capacity?

A

True

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30
Q

(T/F) Steel shear reinforcement (stirrups) is required in all concrete flexural members regardless of the member type, demand and shear capacity of the concrete.

A

False

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31
Q

According to the American Concrete Institute, who is responsible for obtaining concrete cylinders for testing of the compressive strength.

A

Owner’s Testing Agency

32
Q

Given a conventionally reinforced concrete beam in which the shear demand (Vu) is greater than ½∅Vc, what is the minimum amount of steel shear reinforcement (Av, min) required per linear foot? (Given: Width = 12”, Height = 30”, Clear Cover = 2”, Fyt = 60,000 psi, f’c = 5,000 psi)

A

0.011 in2/ft

33
Q

How many concrete cylinders must be taken for a single 28-day concrete compression test?

A

4

34
Q

The concrete framing system for Francis Hall is most nearly described as:

A

One-way beam

35
Q

The reason for ACI 318 specifying minimum tension reinforcement in concrete flexural members can best be described as:

A

To guarantee that the flexural strength of the reinforced member is larger than the uncracked concrete section, since if not, when the beam approached it’s failure load, there would not be warning signs of the impending failure.

36
Q

According to the American Concrete Institute, who is responsible for Quality Control: taking actions to ensure that Work meets the requirements of the contract documents?

A

Contractor

37
Q

Per ACI 318, what is the thinnest section allowed for a cantilevering non-prestressed beam that is spanning 10’?

A

15”

38
Q

Given a concrete beam in which the shear demand (Vu) is greater than ½∅Vc, the shear capacity of the stirrups (Vs) is less than 4√(f’cbwd) and the depth to the tension reinforcement is 30”, the maximum spacing of the stirrups is most nearly.

A

15”

39
Q

(T/F) Reinforcement covers dictated by structural drawings are minimums and can be increased at the contractor’s options without detrimental effects?

A

False

40
Q

The reason for ACI 318 specifying maximum tension reinforcement ratios can best described as:

A

To ensure that the members fails via tension in the reinforcement, a ductile failure mode in lieu of crushing of the concrete which is not a ductile failure mode.

41
Q

On a simply-supported beam with uniformly distributed loading, the shear is greatest at:

A

At the supports

42
Q

(T/F) Increasing the concrete compressive strength of a short, non-sway, concrete column has negligible effect on the ultimate capacity?

A

False

43
Q

(T/F) The design team (architect and/or structural engineer) can require more stringent inspections that required by the building code.

A

True

44
Q

(T/F) Per the IBC, formwork is only required to be inspected periodically, however per the specification 03 30 00 Cast-in-Place Concrete, formwork is required to be inspected continuously.

A

True

45
Q

(T/F) Concrete slump and air contents tests shall always be taken at the point of placement, since this is ultimately where the concrete will be placed. and best matches the field conditions.

A

False

46
Q

(T/F) Once a contractor has received notification that he has passed inspection, the contractor is now relieved from the obligation to adhere to the construction documents.

A

False

47
Q

(T/F) Per the IBC, inspections are required on every single concrete project that requires a commercial permit regardless of the size.

A

True

48
Q

(T/F) Per the IBC, special inspection of the formwork for concrete construction is required to be continuous.

A

False

49
Q

You are the contractor on a 4,000 SF restaurant project. The foundation will contain approximately 40 yards of concrete and will be poured in a single day. What is the minimum amount of samples for strength test specimen’s required per ACI 318?

A

0

50
Q

(T/F) Per the IBC, special inspections are required on every concrete project that requires a commercial permit regardless of the size?

A

False

51
Q

(T/F) A prestressed concrete double-tee is an example of a post tensioned member.

A

False

52
Q

The purpose of mild reinforcement (rebar) in a post-tensioned flat slab in addition to the post-tensioning tendons is most nearly:

A

Due to varying loading and structural configurations it is not practical to entirely eliminate all tension in the slab thus mild reinforcement is added is regions where there tension will still be present in the slab. Also, continuous steel is required for integrity of the structure.

53
Q

The eccentricity “e” of a prestressed members can best be described as:

A

The distance between the center of gravity of the tendons and the neutral axis of the member.

54
Q

The following are examples of prestress losses in pre-tensioned members except.

A

Wobble

55
Q

Given that f’c is 5,000 psi, what is the allowable compressive stress at the transfer design stage at the end support of a simply supported beam?

A

3,500 psi

56
Q

At which stage in the life of a prestress member is the prestress force the highest and the concrete compressive strength the lowest?

A

Transfer

57
Q

Pre-Tension

Pre-Cast

A

double tees, hollow-core planks, precast piles.

The steel reinforcement (tendons) used for pre-tensioned members is bonded. (5% tolerance)

58
Q

Post-Tension

Cast in place

A

cast-in-place concrete slabs, beams, etc.

The steel reinforcement used for post-tensioned members can be bonded or unbonded. (10% tolerance)

59
Q

Bonded

A

prestressing tendons permanently bonded to surrounding concrete, for post-tensioned concrete this is accomplished via grouting of the tendons. (normal rebar)

60
Q

Unbonded

A

prestressing tendons allowed “free” longitudinal movement relative to the concrete, typically unbonded tendons are encased with plastic sheathing with a corrosion inhibiting grease

61
Q

Types of Prestress Losses:

A

Elastic shortening of concrete (instant)
Long-term creep of concrete (over time)
Long-term shrinkage of concrete (over time)
long-term relaxation of stress in the prestressed tendons (overtime)
Anchor seating loss at transfer

62
Q

Building Codes specify the (1)_______ legal design and construction requirements for a (2)__________

A
  1. minimum

2. given jurisdiction

63
Q

Why are Building Codes used?

A

To prevent insure that building will not collapse. This does NOT mean that building will NOT suffer any damage.

64
Q

Building Official

A

person responsible of reviewing documents. They are in charge of performing inspections.

65
Q

Authority Having Jurisdiction (AHJ)

A

legal entity in charge of enforcing Building Codes

66
Q

Deferred Submittal

A

Part of design submitted AFTER permit has been submitted

67
Q

Primary Structural Frame

A

support building against gravity and environmental loads

68
Q

SAMPLING

You must take samples after (1)____ and before (2)_____ of the load has been discharged.

A
  1. 10%

2. 90%

69
Q

(T/F) Earthquake forces are a function of the building mass (weight) and stiffness, which means that if a building is located in a high seismic region it is preferable for the building to be heavy and stiff in order reduce earthquake loads on the structure.

A

False

70
Q

All of the following effect the magnitude of wind loads on buildings except.

Height of building
Weight of the building
Topography surrounding site
Size of building
Location of building
A

Weight of the building

71
Q

(T/F) A structure designed and constructed to the minimum requirements of the building should should not sustain structural damage during a design earthquake or wind event.

A

False

72
Q

(T/F) Wind loads increase the higher up from ground surface they are, since their is a reduction is friction with the ground.

A

True

73
Q

(T/F) Earthquake induced forces is an example of gravity loading on a structure.

A

False

74
Q

(T/F) A structure design to the minimum requirements of the building code should not collapse when subjected to a minimum design earthquake or wind event.

A

True

75
Q

Load factors are applied to loads acting on building to account for:

A
  1. Differences in material strength
  2. Variation in construction (poor construction)
  3. Approximations in design methodology
  4. Uncertainty in the magnitude and location of applied load
  5. To allow structural engineers to lower the rigor of structural analysis and design and thus remain more profitable.
76
Q

Per the International Building Code, a fire station is required to be designed as what Risk Category?

A

IV

77
Q

The exposure category (wind design) for Francis Hall is most nearly:

A

Exposure B

COSC 421 - Soil & Structural Analysis (1 decks)

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