▼ NGL C-1 C-2 5150 mm 1950 mm 7650 mm ELEVATION Cororete Piles -400 mm0 C-1 -1800 x 2000 mm C-2-1600 x 2000 mm Therere 5ioentical foctinga Determine the totel volume of eceetion.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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▼ NGL_
С-1
C-2
5150 mm
1950 mm
7650 mm
ELEVATION
Conorete Piles - 400 mm 0
C-1 - 1800 x 2000 mm
C-2-1600 x 2000 mm
There are 5 identioal footinga.
Determine the total volume of exosvetion.
Transcribed Image Text:▼ NGL_ С-1 C-2 5150 mm 1950 mm 7650 mm ELEVATION Conorete Piles - 400 mm 0 C-1 - 1800 x 2000 mm C-2-1600 x 2000 mm There are 5 identioal footinga. Determine the total volume of exosvetion.
A high rise building will be built in a reclaimed area in Metro Manila. Concrete piles will be used as its foundation with details and plans as follows:
0.875m
- 1.800m 1.800m-
- 1.800m
+1.800m-
-1.800m-
-1.800m
-0.875m
0.875m
1.800m
C-1
C-2
1.800m
1.800m
1.800m
C-1
C-2
1.800m
1.800m
FOUNDATION PLAN
Transcribed Image Text:A high rise building will be built in a reclaimed area in Metro Manila. Concrete piles will be used as its foundation with details and plans as follows: 0.875m - 1.800m 1.800m- - 1.800m +1.800m- -1.800m- -1.800m -0.875m 0.875m 1.800m C-1 C-2 1.800m 1.800m 1.800m C-1 C-2 1.800m 1.800m FOUNDATION PLAN
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