Architecture - Sple (Theory Of Structure)
30 Questions
| Total Attempts: 63
For SPLE Review used only.
Questions and Answers
- 1.Reduction factor for flexure without axial load
- A.
0.90
- B.
0.85
- C.
0.75
- D.
0.7
- 2.Reduction factor for axial and tension with flexure
- A.
0.90
- B.
0.85
- C.
0.75
- D.
0.70
- 3.Reduction factor for shear and tension
- A.
0.90
- B.
0.85
- C.
0.75
- D.
0.70
- 4.Reduction factor for bearing in concrete
- A.
0.70
- B.
0.85
- C.
0.90
- D.
0.75
- 5.What is the allowable stress for Shear
- A.
0.60Fy
- B.
0.50Fy
- C.
0.40Fy
- D.
0.66Fy
- 6.What is the allowable stress for Compression?
- A.
0.60Fy
- B.
0.66Fy
- C.
0.50Fy
- D.
0.40Fy
- 7.What is the allowable stress for Bending?
- A.
0.75Fy
- B.
0.66Fy
- C.
0.40Fy
- D.
0.60Fy
- 8.What is the concrete cover of concrete cast against and permanently exposed to earth
- A.
40mm
- B.
50mm
- C.
60mm
- D.
75mm
- 9.What is the concrete cover of concrete not exposed to weather or in contact with ground such as bemas and columns?
- A.
40mm
- B.
50mm
- C.
20mm
- D.
60mm
- 10.Is the fastest kilometer wind speed associated with an annual probability of 0.02 measured at a point 10 meters above the ground for an area category C
- A.
Wind speed
- B.
Exposure B
- C.
Exposure A
- D.
Basic wind speed
- 11.Has terrain with buildings, forest or surface irregularities 6 meters or more in height covering at least 20% of the area extending 1.5 kilometers or more from the site.
- A.
Exposure C
- B.
Exposure B
- C.
Exposure D
- D.
Exposure E
- 12.Has terrain which is flat and generally open, extending ½ mile or more from the site in any full quadrant
- A.
Exposure E
- B.
Exposure B
- C.
Exposure C
- D.
Exposure D
- 13.Represents the most severe exposure areas with basic wind speeds of 130 kph or greater and has a terrain which is flat and unobstructed facing large bodies of water over 1.5 km or more in width relative to any quadrant of the building site
- A.
Exposure D
- B.
Exposure C
- C.
Exposure C
- D.
Exposure E
- 14.Are structural elements, the sections of which are composed of built-up lumber, plywood or plywood in combination with lumber, all parts bonded together with adhesives
- A.
Grade
- B.
Glued built up members
- C.
Hardboard
- D.
Fireboard
- 15.The commercial size designation of width and depth, in standard sawn lumber and glued laminated lumber grades; somewhat larger than the standard net size of dressed lumber in accordance with PNS 194 for sawn lumber.
- A.
Nominal size
- B.
Normal size
- C.
Rough size
- D.
Exact size
- 16.Is the torsional movement of a diaphragm about a vertical axis.
- A.
Moment
- B.
Cycle
- C.
Spin
- D.
Rotation
- 17.A fibrous felted homogenous panel made from lignocellulosic fibers (usually wood or cane) and having density of less than 490 kg/m3
- A.
Blocked diaphragm
- B.
Fireboard
- C.
Hardboard
- D.
Grade
- 18.Is a portion of larger diaphragm about a vertical axis
- A.
Blocked diaphragm
- B.
Glued members
- C.
Structure members
- D.
Subdiaphragm
- 19.
What footing is in the figure below?- A.
Strap
- B.
Isolated
- C.
Combined
- D.
Wall
- 20.
What type of footing is the figure below?
- A.
Combined
- B.
Wall
- C.
Isloated
- D.
Mat
- 21.
The truss below is called?
- A.
Howe
- B.
K
- C.
Warren
- D.
Fink
- 22.
The truss below is called?
- A.
K
- B.
Warren
- C.
Fink
- D.
Howe
- 23.
The truss below is called?
- A.
K
- B.
Warren
- C.
Howe
- D.
Fink
- 24.The gross cross sectional area of a section minus the average area of un-grouted course of cellular spaces
- A.
Net cross sectional area of hollow units
- B.
Gross cross sectional area of hollow units
- C.
Grout
- D.
Masonry unit
- 25.A beam placed over an opening to carry the superimposed above
- A.
Inverted beam
- B.
Lintel beam
- C.
Dropped beam
- D.
Strap beam
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