Multiple-Choice:
Clearly mark only one correct answer for each question:
Each correct answer is worth 2 points
1. Exposure A classifies which of the following cases ? ( 2 points)
xa. high-rise structures
b. urban & suburban areas
c. open terrain
d. coastal areas
2. Who invented Portland Cement? ( 2 points)
a. The Romans
xb. Joseph Aspdin
c. Frost & Parker
d. The Egyptians
3. The general wind speed for the state of Oklahoma is? ( 2 points)
a. 60 mph
xb. 75 mph
c. 90 mph
d. 100 mph
4. What is the standard weight of a sack of Portland cement? ( 2 points)
a. 20 lbs
b. 50 lbs
xc. 94 lbs
d. 100 lbs
Student Name:_______________________
5. What is the Monroe Effect ? ( 2 points)
a. chill factor for windows
b. rain water suction
c. wind from right only (from left under British code)
xd. wind turbulence (uplift) in between high-rise
structures
6. What is the diameter of #10 rebar? ( 2 points).
a. 1/8"
b. 1/2"
xc. 1-1/4"
d. 1"
7. Single Family homes fall under what occupancy category?
xa. I
b. II
c. III
d. IV
8. What is the weight of reinforced normal weight concrete? ( 2 points)
a. 115 pcf
xb. 150 pcf
c. 175 pcf
d. 380 pcf
9. What seismic zone is the City of Los Angeles in?
a. 1
b. 2
c. 3
xd. 4
10. What is type I Portland cement? ( 2 points)
a. Sulfite-resistant Portland cement
xb. Normal Portland cement
c. Low-heat Portland cement
d. Modified Portland cement
11. What is a Shear Wall as defined by BOCA? (2 points)
a. any concrete wall
b. two pieces of steel forming a diagonal
xc. a wall designed to resist lateral forces parallel to the wall
d. a 8'x4' sheet of 1/8" plywood nailed to studs 24" O.C.
12. What is the purpose of adding retarders to the concrete mix? ( 2 points)
a. increase strength of concrete
b. increase frost resistance of concrete
c. make the concrete fire-retardened
xd. slow down the setting time of concrete
Student Name:_______________________
13. What is the typical width of a concrete foundation wall? ( 2points)
a. 4"
b. 6"
xc. 8"
d. 1'
14. What is the minimum bearing for wood joists on top of foundation walls? ( 2 points)
a. 2"
xb. 3"
c. 4"
d. 6"
15. What is the recommended minimum slope for an exterior slab? ( 2 points)
a. 1/16" / ft
xb. 1/8" / ft
c. 1/4" / ft
d. 1/2" / ft
16. Too much water causes the concrete to? (2 points)
a. harden faster
b. be liquified
c. expand after curing
d. reach a lower strength
Short Answer Questions:
17. Name the Design Methods used to account for Wind forces (4 points)
Method 1 = Normal Force Method
simultaneous pressure on all surfaces
Method 2 = Projected Area Method
single pressure for structures <200 ft
18. Identify 4 historically important concrete structures. (4 points)
a. Notre-Dame du Haut Ronchamp, Arcosanti Cordes Junction, Tunnel, Goetheanum
b. Marina City, Hoover Dam, Center Point, Americana Hotel, Bennett Bay Bridge,
c. Fiat-Lingotto, Schwandbach Bridge Bern, Fallingwater, Casa Mila Gaudi, Pantheon
Palazetto della Sport, Sidney Opera House, Colosseum, Guggenheim Museum,
Chapel of the Holly Cross, Dulles Airport,
Carpenter Center, St. John's Abey, Habitat
19. Name 4 elements which Lateraly stabilize a building. (4 points)
shear wall
rigid horizontal diaphragm
braced frame
rigid frame
Student Name:_______________________
20. Name the components in a concrete mix. (3 points + 1 bonus point)
binder (cement) 1 point
water 1
aggregates (fine & coarse) 1
admixtures optional
21. Name 3 admixtures (3 points)
accelerators pozzolanic powder
air-entraining retarders
latex plasticizing agents
pigments
22. What are some of the benefits of air-entrained concrete? (3 points)
improved workability
improved durability
improved freeze-thaw performance
decreases bleeding and aggregate segregation.
23. What is Hydration? (3 points)
hydration is the chemical reaction between water & cement
1 point 1 point 1 point
setting = process of hardening
24. Sketch the USA and indicate the 5 major
code regions by name? (5 points)
BOCA
UBC State Codes, NY, NJ
SBC
South Florida
25. Sketch a Concrete Foundation System ( 4 points)
Student Name:_______________________
Calculations:
26. Problem: ( 5 points)
You are working on a hill side construction project in Hawaii. Given a wind speed of 100 mph.
What is the wind stagnation pressure under UBC code?
Show all formulas and calculation steps!
A. Given: V = 100 mph
Code = UBC
B. Asked: Wind
Stagnation Pressure (qs)
C. Calculation:
UBC Code:
Wind Stagnation Pressure (qs)
qs = 0.00256 (V*V)
given 100 mph
qs = 0.00256 (100*100)
qs = 0.00256 (10,000)
qs = 25.6 psf
qs = 26 psf rounded
D. Answer:
The Wind Stagnation Pressure (qs) amount to 26 psf for
a wind speed of 100 mph under UBC code.
Student Name:_______________________
27. Problem: (15 points)
You are designing a 150'x100', 15 story, flat-roof, concrete office building, with 10' finished floor to finished floor ceiling height, on gravel, at the corner of Sunset Blvd & Vine Street in Hollywood,CA under UBC building code.
Determine the design pressure in determining
the wind loads for the main windforce-resisting system.
A. Given: 150' x100'
15 story
flat roof
concrete structure
10' finished floor heights
soil = gravel
UBC code
you may also solve the problem under BOCA code
students to provide the appropriate tables
B. Asked: V
= Shear Force acting on the structure
C. Solution:
UBC Code:
Wind Stagnation Pressure (qs)
qs = 0.00256 (V*V)
Example 100 mph
qs = 0.00256 (100*100)
qs = 0.00256 (10,000)
qs = 25.6 psf
qs = 26 psf rounded
Design Wind Pressure (p)
p = Ce Cq qs I
Ce = combined height, exposure and gust
factor coefficient UBC 23-G
Cq = pressure coefficient for the structure
or portion of structure under consideration UBC 23-H
qs = wind stagnation pressure at 30 ft given
in UBC Table 23-F
I = Importance Factor
BOCA
Pd = Pe x I x I x Cp
Pd = Design pressure
Pe = effective velocity pressure
including gust effect
For Buildings & Structures
Exposure B
lower 9
Exposure C
higher 15
I = Importance Factor
Classification of Buildings
Nature of Occupancy Category
Single Family I
with more than 300 people II
Essential Facilities (Hospitals) III
low hazard to humans (Storage) IV
Importance Factor
Category 100 miles f. Ocean Ocean
I 1.00 1.05
II 1.07 1.11
III 1.07 1.11
IV 0.95 1.00
Cp = external pressure coefficient
Wall Pressure
Windward Wall 0.8
Leeward Wall - 0.5
Side Walls - 0.7
Roof Pressure
Wind Direction Angle
Normal to ridge
Parallel to ridge
Student Name:_______________________
28. Problem: ( 15 points)
You are designing a 150'x100', 15 story, flat-roof, concrete office building, with 10' finished floor to finished floor ceiling height, on gravel, at the corner of Santa Monica Blvd. & Ocean Avenue in Santa Monica under UBC building code.
Determine the seismic shear force acting on
the structure.
A. Given: 150' x100'
15 story
flat roof
concrete structure
10' finished floor heights
soil = gravel
UBC code
you may also solve the problem under BOCA code
students to provide the appropriate tables
B. Asked: V
= Shear Force acting on the structure
C. Solution:
EARTHQUAKE DESIGN under BOCA
V = 2.5 * Av * I *K * C * S * W
V = Total Lateral Force Shear at the Base
Av = Peak velocity related Acceleration
0.40 = Seismic 4 0.40 selected
0.30 = Seismic 3
0.20 = Seismic 2
0.10 = Seismic 1
0.05 = Seismic 0
0.15 = State of Oklahoma
I = Occupancy importance
1.5 = hospital
1.25 = over 300 people 1.25 selected
1.0 = residential
k= Horizontal Force Factor
k = 4.0 masonry shear wall in zone 2
k = 2.5 tanks
k = 2.0 none-buildings
k = 1.5 concrete 1.5 selected
k = 1.0 steel
k = 0.87 special frames
k = 0.8 moment frames
C= Coefficient
c = 1 / 15 x T
T = duration of vibration in seconds
S= Soil Factor
S1 = 1.0 = rock, gravel 1.0 selected
S2 = 1.2 = stiff clay > 200'
S3 = 1.5 = clay > 30'