CE 508 – INTEGRATION COURSE FOR CE 3 Questions ready to guide
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CE 508 – INTEGRATION
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CE 508 – INTEGRATION
CE 508 – INTEGRATION COURSE FOR CE 3 Questions ready to guide 4. The wall is 2.5 m high and consists of 51 mm _ 102 mm studs plastered on one side. On the other side is 13 mm fiberboard, and 102 mm clay brick. Determine the average load in kN_m of length of wall that the wall exerts on the floor...
938 Aurora Blvd. Cubao, Quezon City
School of Engineering and Architecture
Department of Civil Engineering
CE 508 – INTEGRATION COURSE FOR CE 3
PLATE NO.4 – THEORY OF STRUCTURES
Name: _ Date:
Schedule/Section: Instructor: ENGR. JOHN O. BRIONES
MULTIPLE CHOICE: Read each of the statements carefully and shade the letter of the correct answer on the
answer sheet provided. Complete solution to every problem should be presented in your plate to merit points.
1. The floor of a heavy storage warehouse building is made of 6 inches thick stone concrete. If the floor is
a slab having a length of 15 ft and width of 10 ft, determine the resultant force caused by the dead load
and the live load. DL = 12 lb.in. /ft² LL= 250 lb./ft².
a. 8,300 lbs c. 53,600 lbs
b. 8,300 lbs d. 5,800 lbs
2. The T-beam is made from concrete having a specific
weight of 150 lb/ft³. Determine the dead load per foot length
of beam. Neglect the weight of the steel reinforcement.
a.436 lb/ft c. 261 lb/ft
b.521 lb/ft d.127 lb/ft
3. The “New Jersey” barrier is commonly used during
highway construction. Determine its weight per foot of
length if it is made from plain stone concrete. Unit weight =
144 lb/ft³.
a. 365 lb/ft c. 465 lb/ft
b. 565 lb/ft d.356 lb/ft
This study source was downloaded by 100000884376392 from CourseHero.com on 10-30-2024 15:19:44 GMT -05:00 Page 1 of 8
, 938 Aurora Blvd. Cubao, Quezon City
School of Engineering and
Architecture Department of Civil
4. The wall is 2.5 m high and consists of 51 mm _
102 mm studs plastered on one side. On the other
side is 13 mm fiberboard, and 102 mm clay brick.
Determine the average load in kN_m of length of wall
that the wall exerts on the floor.
5. A four-story office building has interior columns spaced 30 ft apart in two perpendicular directions. If the
flat-roof live loading is estimated to be 30 lb/ft², determine the reduced live load supported by a typical
interior column located at ground level. Floor Load = 50 psf.
a.59.4 k c. 45.4 k
b.94.5 k d. 95.4 k
A two-story light storage warehouse has interior columns that are spaced 12 ft apart in two perpendicular
directions. If the live loading on the roof is estimated to be 25 lb/ft². LL = 12.5 lb/ft².
6. Determine the reduced live load supported by a typical interior column at the ground-floor level.
a.29.4 k c. 39.4 k
b.19.4 k d.9.4 k
7. Determine the reduced live load supported by a typical interior column at the second-floor level.
a.3.60 k c. 36.0 k
b.6.30 k d.63.0 k
8. The office building has interior columns spaced 5 m apart in perpendicular directions. Determine the
reduced live load supported by a typical interior column located on the first floor under the offices. Lo =
2.4 kN/m².
a.3.63 c. 2.51 kN/m²
kN/m² d.4.82 kN/m²
b.1.70
kN/m²
This study source was downloaded by 100000884376392 from CourseHero.com on 10-30-2024 15:19:44 GMT - Page 2
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