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2.15m-2.15m2.15m2.15m2.15m2.15m 8 8 -1.25

2.15m-2.15m2.15m2.15m2.15m2.15m 8 8 -1.25

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A BPO will be built in a reclaimed area in Cebu City. Concrete piles will be used as its foundation with details and plans as follows: 1.25m- +2.15m +2.15m +2.15m +2.15m 2.15m 2.15m -1.25m 1.25m 2.15m 2.15m 2.15m 2.15m С-1 C-2 田 田 1.25m FOUNDATION PLAN 田 %3 田
Transcribed Image Text:A BPO will be built in a reclaimed area in Cebu City. Concrete piles will be used as its foundation with details and plans as follows: 1.25m- +2.15m +2.15m +2.15m +2.15m 2.15m 2.15m -1.25m 1.25m 2.15m 2.15m 2.15m 2.15m С-1 C-2 田 田 1.25m FOUNDATION PLAN 田 %3 田
NGL NGL |C-1 C-2 5750 mm 2250 mm 2000 mm 2250 mm 10350 mm ELEVATION Concrete Piles - 450 x 450 mm C-1 - 1800 x 2000 mm C-2 - 1600 x 2000 mm There 6 identical footings. Determine the total volume for excavation, concrete embedded, embankment and disposal. Inidicate minimum testing requirements for excavation and embankment.
Transcribed Image Text:NGL NGL |C-1 C-2 5750 mm 2250 mm 2000 mm 2250 mm 10350 mm ELEVATION Concrete Piles - 450 x 450 mm C-1 - 1800 x 2000 mm C-2 - 1600 x 2000 mm There 6 identical footings. Determine the total volume for excavation, concrete embedded, embankment and disposal. Inidicate minimum testing requirements for excavation and embankment.
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