Structural Conceptualization Part 5

Structural Conceptualization Part 5
46問 • 1年前
  • Mari Alberca
  • 通報

    問題一覧

  • 1

    what is size bar should NOT be bundled in the beams

    32mm & larger

  • 2

    individual bars within a bundle terminated within a span of flexural members should terminate at different points what minimum distance

    40db

  • 3

    what is the minimum concrete cover for bundle bars in general

    equal to the equivalent diameter of the bottle not exceeding 50 mm

  • 4

    the diameter of a bend, measured on the inside of the bar, should not be less than what for the bars raging from 10 mm to 25mm

    6db

  • 5

    for bars from 10 mm to 28 mm, the minimum inside diameter of the bench should be at least

    8db

  • 6

    what is the minimum insight diameter of bend for boring from 10 mm to 36 mm

    10db

  • 7

    what is the minimum inside diameter of the bend of stirrups and ties for a 16 mm bar and smaller

    4db

  • 8

    where is the bend diameter measured from

    insight of the bar

  • 9

    how is one-way slab considered

    as a wide, shallow rectangular beam

  • 10

    in what direction does the flexural reinforcement of a one-way slab extended

    in one direction only

  • 11

    what is the maximum flexural reinforcement spacing

    3 times as love thickness or 450 mm

  • 12

    for a solid one way slab that is simply supported, what is the minimum thickness

    L/20

  • 13

    for a solid one-way slab that is in both and continuous, what is the meaning of thickness

    L/28

  • 14

    for a rib one-way slab that is a cantilever, what is the minimum thickness

    L/8

  • 15

    what does "L" represents in the formulas for minimum thickness

    span length (mm)

  • 16

    what is the load factor for dead load (DL)

    1.40

  • 17

    what is the load factor for live load (LL)

    1.70

  • 18

    which load has a load factor of 1.87

    earthquake

  • 19

    what is the load factor of wind load (WL)

    1.70

  • 20

    what is the load factor for earth or water pressure (H)

    1.70

  • 21

    what is a strength production factor Ø flexure without an axial load

    0.90

  • 22

    what is the strength production factor Ø for actual tension and axial tension with flexure

    0.90

  • 23

    what is a strength reduction factor Ø for shear and torsion

    0.85

  • 24

    what is the strength of reduction factor Ø for axial compression with flexure and tie reinforcement

    0.75

  • 25

    what is the strength reduction factor Ø for bearing on concrete

    0.70

  • 26

    the formula U = 1.4DL + 1.7LL calculates what

    required strength to resist dead load and live load

  • 27

    in the formula U = 0.75 (1.4DL + 1.7LL + 1.7W), what does "W" represents

    wind load

  • 28

    what factor is used to account for earthquake loads in the provided design formula

    1.87

  • 29

    the formula U = 0.75 (1.4L + 1.4T + 1.7LL) accounts for what additional structural effect

    differential statement, or temperature change what's

  • 30

    what is the minimum required strength U shall not be less than

    U = 1.4 (DL + T

  • 31

    what is the minimum clear distance between longitudinal bars

    not less than 1.5 db nor 40mm

  • 32

    what size ties are used for 32 mm bar or smaller

    10 mm diameter

  • 33

    what is the minimum tie size for 36 mm and bundled longitudinal bars

    12 mm

  • 34

    vertical spacing of dice is determined by which of the following (select all that apply)16

    16 x db (db: longitudinal bar diameter), 48 x tie diameter, least dimension of columns

  • 35

    what is the maximum include angle between the tie and a literally supported longitudinal bar

    135°

  • 36

    what is the minimum requirement for development of reinforcement

    not less than 12 db, not less than 1/16 clear span, not less than d which is greater generator

  • 37

    when conduits and pipes are embedded in a slab, wall or beam, what is the maximum allowable outside dimension

    1/3 the overall thickness of the slab, wall or being

  • 38

    what is the minimum reinforcement area required when conduits or pipes are embedded in concrete

    0.002 times the cross sectional area

  • 39

    what is the maximum allowable displacement of the cross sectional area of a column cost by embedded conduit and pipes with fitting

    4%

  • 40

    what is the minimum concrete cover required for pipes, conduit, and fittings in concrete exposed to earth or weather

    40 mm

  • 41

    high strength bolted parts, when assembled, should:

    fit solidly together and not be separated by gaskets or other compressive material

  • 42

    bolts tightened using a calibrated wrench should be installed with:

    a hardened washer under the nut or bolt head (which ever is turned during tightening,

  • 43

    when assembled, all joint surfaces including those adjacent to the washer must be free of

    tight mill scales, dirt and burns only.

  • 44

    what is the maximum allowable slope for the surface in contact with the bolt head and not head with respect to a play normal to the bolt axis

    1:20

  • 45

    used to define the motion of a particle or body without consideration of the force causing the motion

    kinematics

  • 46

    the branch of mechanics that release the force acting on a body to its mass and acceleration

    kinetics

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    問題一覧

  • 1

    what is size bar should NOT be bundled in the beams

    32mm & larger

  • 2

    individual bars within a bundle terminated within a span of flexural members should terminate at different points what minimum distance

    40db

  • 3

    what is the minimum concrete cover for bundle bars in general

    equal to the equivalent diameter of the bottle not exceeding 50 mm

  • 4

    the diameter of a bend, measured on the inside of the bar, should not be less than what for the bars raging from 10 mm to 25mm

    6db

  • 5

    for bars from 10 mm to 28 mm, the minimum inside diameter of the bench should be at least

    8db

  • 6

    what is the minimum insight diameter of bend for boring from 10 mm to 36 mm

    10db

  • 7

    what is the minimum inside diameter of the bend of stirrups and ties for a 16 mm bar and smaller

    4db

  • 8

    where is the bend diameter measured from

    insight of the bar

  • 9

    how is one-way slab considered

    as a wide, shallow rectangular beam

  • 10

    in what direction does the flexural reinforcement of a one-way slab extended

    in one direction only

  • 11

    what is the maximum flexural reinforcement spacing

    3 times as love thickness or 450 mm

  • 12

    for a solid one way slab that is simply supported, what is the minimum thickness

    L/20

  • 13

    for a solid one-way slab that is in both and continuous, what is the meaning of thickness

    L/28

  • 14

    for a rib one-way slab that is a cantilever, what is the minimum thickness

    L/8

  • 15

    what does "L" represents in the formulas for minimum thickness

    span length (mm)

  • 16

    what is the load factor for dead load (DL)

    1.40

  • 17

    what is the load factor for live load (LL)

    1.70

  • 18

    which load has a load factor of 1.87

    earthquake

  • 19

    what is the load factor of wind load (WL)

    1.70

  • 20

    what is the load factor for earth or water pressure (H)

    1.70

  • 21

    what is a strength production factor Ø flexure without an axial load

    0.90

  • 22

    what is the strength production factor Ø for actual tension and axial tension with flexure

    0.90

  • 23

    what is a strength reduction factor Ø for shear and torsion

    0.85

  • 24

    what is the strength of reduction factor Ø for axial compression with flexure and tie reinforcement

    0.75

  • 25

    what is the strength reduction factor Ø for bearing on concrete

    0.70

  • 26

    the formula U = 1.4DL + 1.7LL calculates what

    required strength to resist dead load and live load

  • 27

    in the formula U = 0.75 (1.4DL + 1.7LL + 1.7W), what does "W" represents

    wind load

  • 28

    what factor is used to account for earthquake loads in the provided design formula

    1.87

  • 29

    the formula U = 0.75 (1.4L + 1.4T + 1.7LL) accounts for what additional structural effect

    differential statement, or temperature change what's

  • 30

    what is the minimum required strength U shall not be less than

    U = 1.4 (DL + T

  • 31

    what is the minimum clear distance between longitudinal bars

    not less than 1.5 db nor 40mm

  • 32

    what size ties are used for 32 mm bar or smaller

    10 mm diameter

  • 33

    what is the minimum tie size for 36 mm and bundled longitudinal bars

    12 mm

  • 34

    vertical spacing of dice is determined by which of the following (select all that apply)16

    16 x db (db: longitudinal bar diameter), 48 x tie diameter, least dimension of columns

  • 35

    what is the maximum include angle between the tie and a literally supported longitudinal bar

    135°

  • 36

    what is the minimum requirement for development of reinforcement

    not less than 12 db, not less than 1/16 clear span, not less than d which is greater generator

  • 37

    when conduits and pipes are embedded in a slab, wall or beam, what is the maximum allowable outside dimension

    1/3 the overall thickness of the slab, wall or being

  • 38

    what is the minimum reinforcement area required when conduits or pipes are embedded in concrete

    0.002 times the cross sectional area

  • 39

    what is the maximum allowable displacement of the cross sectional area of a column cost by embedded conduit and pipes with fitting

    4%

  • 40

    what is the minimum concrete cover required for pipes, conduit, and fittings in concrete exposed to earth or weather

    40 mm

  • 41

    high strength bolted parts, when assembled, should:

    fit solidly together and not be separated by gaskets or other compressive material

  • 42

    bolts tightened using a calibrated wrench should be installed with:

    a hardened washer under the nut or bolt head (which ever is turned during tightening,

  • 43

    when assembled, all joint surfaces including those adjacent to the washer must be free of

    tight mill scales, dirt and burns only.

  • 44

    what is the maximum allowable slope for the surface in contact with the bolt head and not head with respect to a play normal to the bolt axis

    1:20

  • 45

    used to define the motion of a particle or body without consideration of the force causing the motion

    kinematics

  • 46

    the branch of mechanics that release the force acting on a body to its mass and acceleration

    kinetics