chp 5 Flashcards

1
Q

reason for required minimum bar spacing

A

to obtain adequate compaction and bond

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2
Q

minimum horizontal pitch (for individual bars or pairs of bars)

A
  • 75mm (space must be allowed for insertion of poker vibrator)
  • 100mm (for pairs of bars)
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3
Q

minimum vertical pitch (for individual bars or pairs of bars)

A

25mm or bar diameter, whichever greater

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4
Q

maximum pitch distance (for individual bars or pairs of bars)

A
  • tension bars - 165mm
  • compression bars - 300mm
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5
Q

for beam with 1000mm depth or more

A

bars 16ø should be placed along the sides inside the links at a maximum pitch of 250

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6
Q

link spacing (min. pitch, max. pitch, max. lateral pitch of legs)

A
  • min. pitch - 100mm or (50+12.5(No. of legs))mm, whichever greater
  • max. pitch - 300mm or 0.75ø or 12ø of compression bar, whichever is smaller
  • max. lateral pitch of legs - 600mm or 0.75ø
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7
Q

limit state design

A
  • ultimate limit state
  • limit state of servicability
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8
Q

describe ultimate limit state

A

the failure of the structure when subjected to extreme values of action

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9
Q

describe limit state of servicability

A

the structure must remain functional for its intended use subject to routine loading

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10
Q

types of loads

A
  • permanent actions (g)
  • variable actions (q)
  • accidental actions (a)
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11
Q

types of permanent actions

A
  • self weight of structure
  • fixed equipment
  • road surfacing
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12
Q

types of variable actions

A
  • imposed load on building floors
  • wind actions
  • snow loads
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13
Q

types of accidental actions

A
  • explosion
  • impact loads
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