Study Guide 1 Flashcards
1) Concrete is stronger in compression and sheer, but weak in tension
True or False 
True 
2) Whenever tension is present, the concrete is reinforced with steel
True or false
True
3) Standard steel moles 6“ x 12“ high are used to test concrete after _____ days or _____ days of curing. The cylinders are placed in a laboratory testing machine.
A, 8, 30
B, 7, 28
C, 2, 8
D, 28, 7
Answer is B
4) When a 3000 PSI concrete is specified, the cylinders after 28 days break about:
A, 90,000 -100,000 LB. Load
B, 80,000 - 90,000 LB. Load
C, 70,000 - 80,000 LB. Load
D, 60,000 - 70,000 LB. Load
A, 90,000 to 100,000 LB. Load 
5) In loaded beam or slab both vertical and horizontal shear are present and the net result of the two forces is called:
A, Stress
B, Fatigue
C, Diagonal tension
D, Tension
C, Diagonal Tension
6) Cracks resulting from the force referred to in the above question always occur near a support and:
5] Question above; in a loaded beam or slab both vertical and horizontal sheer are present in the net result of the two forces is called.
A, Extended downward
B, Extended laterally away from the support
C, Extended upward and outward on an angle of 45° to the top.
D, Parallel the lower level of the perpendicular being or slab.
C, Extend upward and outward on angle of 45° to the top
7) In slab floors the supporting columns subject to forces can crack and this is known as:
A, Punching Shear
B, Tension
C, Compression
D, Torque
A, Punching Shear
8) A beam with a load on top tends to slip down, due to what is called:
A, Compression
B, Shear
C, Vertical shear
D, Torsion
C, Vertical shear
(Think of corbels on this one)
9) Tension in concrete can be caused by bending or sheer as in beam shrinking.
True or false. 
True
10) In a simple beam (also simple slab, joist, girders) carrying loads, the top of the beam is _____ and the bottom of the beam is in _____ .
A, Shear, Compression.
B, Tension, Shear
C, Shear, Tension
D, Compression, Tension
D, Compression, Tension
11) Longitudinal steel (in the case above) is located _____ to prevent the failure of the concrete and tension.
Question 11 from above:
In a simple being (also simple slab, joist, girders) carrying loads, the top of the beam is _____ and the bottom of the beam is in _____ .
A, At the bottom
B,  At the top
C, Mid-Span
D, At the ends
A , At the bottom
12) When a beam deflects under a load, shear stresses are also present. To resist diagonal tension (refer to question in 5 and 6) small U or W shaped bars are used they are known as:
A, Hooks
B, Ties
C, Stirrups
D, Chairs
C, Stirrups
13) The bars in question 12 are more closely space near the supports and space and increasingly _____ towards mid span.
Question 12:  When a beam deflects under a load, shear stresses are also present. To resist diagonal tension (refer to question in 5 and 6) small U or W shape bars are used they are known as.
A, Closer
B, Farther Apart
C, Tighter
D, Diagonal
B, Further Apart.
14) Continuous beams (or slab) which extend over more than one span deflect downward between supports and have an upward thrust over supports. This requires tension steel In the _____ between supports and in the _____ over the supports.
A, Bottom, Top
B, Top, Bottom
C, Center, Bottom
D, Center, Top
A, Bottom, Top
15) Cantilever beams deflect at the top when loaded, so tension bars must be placed in:
A, The Bottom
B, The Bottom and Top
C, The Top only
D, Mid - Span
C, The Top only
16) Walls braced at the top and bottom by floor slabs and loaded with horizontal pressure on the outside face:
A, Deflect Outward
B, Do not Deflect
C, Deflect Inward
D, A & B
C, Deflect Inward
17) With a wall situation as described above, bars are required on the _____ when there is tension.
Question above:  Walls braced at the top and bottom by floor slabs and loaded with horizontal pressure on the outside face.
A, Inside Face.
B, Outside Face
C, Mid Center
D, All of the above
A, Inside Face.
18) Cantilever retaining walls deflect and usually require main bars ________.
A, On the side away from the earth
B, On the side towards the earth
C, Always on both sides
D, None of the above
B, On the side towards the earth.
19) Combine footing supporting loads at two or more points, supported by a uniform soil pressure upward over the entire area of the footing, tends to:
A, Curl up the projecting ends
B, Bow up between columns
C, Curl up the outer corners
D, All of the above
D, All of the above.
20) At inside (wall) corners rebars are in tension and should never be bent around the corner, as they would tend to pull straight and could break out the concrete.
True or false
True
21) Rebar for inside corners: 
A, Should butt ends and be welded.
B, Should extend past the corner from each direction four diameters.
C, Should extend past the corner from each direction to the far face and be hooked, if necessary.
D, Rebar is never set to the inside corner, but always to the outside edge and placed as indicated by the engineer.
C, Should extend past the corner from each direction to the far face and be hooked, if necessary.
22) While the main purpose for steel in concrete is to resist tension force, it is also used to advantage:
A, To resist shear.
B, To resist erosion.
C, To resist temperature changes.
D, To resist compression forces.
D, To resist compression forces.
For example, keeps columns from buckling outward.
23) Column ties (spirals) are used and space to:
A, Prevent the vertical bars from bending inward.
B, Prevent the vertical bars (in compression) from buckling and breaking out of the concrete.
C, Prevent the concrete around the vertical steel from cracking.
D, All of the above. 
B, Prevent the vertical bars (in compression) from buckling and breaking out of the concrete.
24) Bars are furnished in several grades. Each grade has what is known as:
A, Elastic Strength
B, Ultimate Strength
C, Yield Strength
D, Both B & C
D, Both B and C
B, Ultimate strength
C, Yield strength
25) The load limit to which the steel will stretch and return to its original length is:
A, Elastic Strength
B, Tension Strength
C, Yield Strength
B, Both A & B
C, Yield strength
26) The load limit at which steel will break is:
A, Yield Strength
B, Breaking Point
C, Ultimate Strength.
D, Fracture Limit
C, Ultimate Strength.
Note: Can also be referred to as ultimate “tensile” strength.
27) In order to protect bars against fire, corrosion or exposure to whether, they must have:
A, Protective coating over them.
B, A Minimum coverage of concrete.
C, A Bituminous wrapping.
D, All the above.
B, A minimum coverage of concrete.