2. From the following figures, solve for the concrete materlals of slab, beams and ginters using class "A" concreto Girder 15.00 m. Beam 6 conc. slab 4 80 m. 5 cone. Sleb 5 cono. Stab Girder PLAN 35 cm. 25 cm. 40 cm. 50 cm. Cross Section of Beam Cross Section of Girder FIGURE 1-20 6.00 m. 6.00 m. 6.00 m. 3.00 4* Conc. slab 4 Conc. Siab 5" Conc, slab 6.50 12 4 slab 4.00 16 3.50 Cross Secion of Bearn FLOOR PLAN
2. From the following figures, solve for the concrete materlals of slab, beams and ginters using class "A" concreto Girder 15.00 m. Beam 6 conc. slab 4 80 m. 5 cone. Sleb 5 cono. Stab Girder PLAN 35 cm. 25 cm. 40 cm. 50 cm. Cross Section of Beam Cross Section of Girder FIGURE 1-20 6.00 m. 6.00 m. 6.00 m. 3.00 4* Conc. slab 4 Conc. Siab 5" Conc, slab 6.50 12 4 slab 4.00 16 3.50 Cross Secion of Bearn FLOOR PLAN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
SUBJECT: PLANE SURVEYING
![2. From the following figures, solve for the concrete materlals
SIMPLIFIED CONSTRUCTION ESTIMATE
of siab, beams and ginters using class "A" concreto
Girder
15.00 m.
Beam
6 cono, slab
5 cone. Sleb
5 coto. Slab
480 m.
Girder
PLAN
35 cm.
25 cm.
40 cm.
50 cm.
Cross Section of Beam
Cross Section of Girder
FIGURE 1- 20
6.00 m.
6.00 m.
6.00 m.
3.00
4" Conc. slab
4 Conc. Slab
5" Conc, slab
6.50
12
4" slab
4.00
16
3.50
Cross Secion of Bearn
FLOOR PLAN
FIGURE 121
36](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb4f0c7ee-3206-499f-8622-dbb6f24ecfec%2F1ae54137-fc13-4161-aec7-467c8d49de24%2Fkjn90ax_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2. From the following figures, solve for the concrete materlals
SIMPLIFIED CONSTRUCTION ESTIMATE
of siab, beams and ginters using class "A" concreto
Girder
15.00 m.
Beam
6 cono, slab
5 cone. Sleb
5 coto. Slab
480 m.
Girder
PLAN
35 cm.
25 cm.
40 cm.
50 cm.
Cross Section of Beam
Cross Section of Girder
FIGURE 1- 20
6.00 m.
6.00 m.
6.00 m.
3.00
4" Conc. slab
4 Conc. Slab
5" Conc, slab
6.50
12
4" slab
4.00
16
3.50
Cross Secion of Bearn
FLOOR PLAN
FIGURE 121
36
![CONCRETE
3. From the following figure, find the concrete materials re-
quired for the columns 9.00 meters high each using class A
concrete.
Dia = 42
D= 30"
12 pcs. Octagonal Colurmn
10 pcs. Hexagonal Column
FIGURE 1-22
4. From the foliowing Figure 1-23, find the cement, sand and
gravel if there are 8 colurmns, using class "A' mixture.
45
36
6.00 m.
PLAN
ELEVATION
FIGURE 1-23 CROSS SECTION OF ELIPTICAL COLUMN
5. A building design has spiral reinforced concrete column 9
meters high-with a general cross sectional diameter of 45
inches. Detemine the required materials by the volume
method and the linear meter method using class A concrete
if there are 6 columns in the plan.
1-13 CONCRETE PIPE
Concrete pipe is much in demand for smai! and medium
drainage construction. The use of concrete pipe as drainage
structure materially save cost of forms, time and labor costs as
well.
37](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb4f0c7ee-3206-499f-8622-dbb6f24ecfec%2F1ae54137-fc13-4161-aec7-467c8d49de24%2Fs6xubaf_processed.jpeg&w=3840&q=75)
Transcribed Image Text:CONCRETE
3. From the following figure, find the concrete materials re-
quired for the columns 9.00 meters high each using class A
concrete.
Dia = 42
D= 30"
12 pcs. Octagonal Colurmn
10 pcs. Hexagonal Column
FIGURE 1-22
4. From the foliowing Figure 1-23, find the cement, sand and
gravel if there are 8 colurmns, using class "A' mixture.
45
36
6.00 m.
PLAN
ELEVATION
FIGURE 1-23 CROSS SECTION OF ELIPTICAL COLUMN
5. A building design has spiral reinforced concrete column 9
meters high-with a general cross sectional diameter of 45
inches. Detemine the required materials by the volume
method and the linear meter method using class A concrete
if there are 6 columns in the plan.
1-13 CONCRETE PIPE
Concrete pipe is much in demand for smai! and medium
drainage construction. The use of concrete pipe as drainage
structure materially save cost of forms, time and labor costs as
well.
37
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