Questions that were different on Midterm Flashcards
Select one or more:
a. Shear
b. Tension
c. Compression
d. Torsion
c. Compression
The most cost effective method form of excavation cave in protection is?
Select one or more:
a. Sloped or benched
b. Sheet piling
c. Solider piles and lagging
d. Slurry walls
a. Sloped or benched
Select one or more:
a. Wall
b. Slab on grade
c. Column
d. Strap
a. Wall
A reinforced concrete slab on grade is suitable for?
Select one or more:
a. All types of buildings on stable soil dependent that the slab is 12” thick
b. Lightly loaded low rise buildings on stable soil.
c. Lightly loaded low rise buildings on expansive soil or stable soil
d. All types of buildings on stable soils, provided that it comprises perimeter and intermediate beams in both directions
e. Lightly loaded low rise buildings on expansive soil
b. Lightly loaded low rise buildings on stable soil.
From the list below which is a deep foundation system?
Select one or more:
a. Slab on grade
b. Raft Foundation
c. Mat foundation
d. Pile foundation
d. Pile foundation
What type of tree is dimensional construction lumber primarily made of?
Select one or more:
a. Conifers (Pines)
b. Deciduous ( Broad Leaved)
a. Conifers (Pines)
Pressure treated wood prevents what?
Select one or more:
a. Warping
b. Mold and insect damage
c. Deflection
d. Buckling
b. Mold and insect damage
Select one or more:
a. Knoxville Dried
b. Knotty Deciduous
c. Kaufman Direct
d. Kiln Dried
d. Kiln Dried
Carbon does what to steel
Select one or more:
a. Carbon has no factor on the strength of steel
b. Carbon decreases strength but increases ductility
c. Carbon increases ductility but decreases brittleness
d. Carbon increase strength but also brittleness
d. Carbon increase strength but also brittleness
A W14x150 wide flanged beam is?
Select one or more:
a. 14 inches wide by 150 inches tall
b. 14 inches tall by 150 lbs. per foot
c. 14 inches tall by 15 lbs. per foot
d. 14 inches wide by 15 inches tall
b. 14 inches tall by 150 lbs. per foot
A #9 rebar is what diameter?
Select one or more:
a. 1-1/8”
b. 9/16”
c. 9”
d. 9 mm
a. 1-1/8”
Select one or more:
a. Inverted T
b. Hollow Core
c. Solid plank
d. Double T
b. Hollow Core
Rebar reinforcement cement masonry units CMU’s is used to:
Select one or more:
a. Act as an electrical grounding system in case of lightning strike
b. Resist gravity loads from the floor and roof
c. Increase the unit weight of the wall
d. Resist lateral loads such and wind and earthquake
d. Resist lateral loads such and wind and earthquake
In a short paragraph provide examples of the three different building load types. Live load, dead load, dynamic load.
Live load- a live load is generally considered to be a load that changes overtime. Examples of live loads would be snow loads, and furniture .
Dead Load- a dead load is a load that is generally considered to be static or constant. It does not change. Examples of dead loads would be the weight of walls, and floors.
Dynamic Load- A dynamic load is a load that is said to be neither dead or alive. Examples of dynamic loads would be wind loads and seismic loads.
In a short paragraph describe how you would handle a site for a small residence that is slated to be built on 4’ deep substrate of silt and clay. What are two options for dealing with the unstable soils?
Typically, no builder would want to build on unstable soils. This is because soils like clay and silt (unstable soils) change based on the amount of water that is present. It is mentioned that only 4’ deep is unstable soil. I would suggest that a cut and fill or a capping of the site is done. I would use a cut and fill to remove the unstable soil that is not wanted and replace it with a soil type that is much more stable like gravel. This would allow me to still be able to build in the same location without having to worry about the unstable soil that I could have been potentially building upon. Another method could be capping of the site. In this method, I could compact the site using rollers and then place the preferred building soil on top of it. In both methods, I would be able to build upon a soil type that is much more suitable for building. Failing this, I would use a Mat/raft foundation for the building. These types of foundations are considered to be “floating” foundations which allow them to be built upon weaker soil. They tend to be made up of highly reinforced concrete. This foundation can also work since it is only a small residence that is being built. The amount of load being imposed on the soil from the small residence should be within the soil’s bearing capacity.