For sitework computation: If a footing labeled as F-4 (occurring 3 times on the foundation plan) is described by the following sets of information: For the footing: 3.0m x 3.0m x 0.5m with a total depth of embedment of 2.5m relative to the NGL. For the column (attached to the footing): 0.5m x 0.5m x 5m. Working space of 1 ft is recommended along the perimeter of the footing base. Side slope considered is for every 2V:1H is observed. Find the total volume for backfill (rounded up to the nearest whole number, in cubic meters). 166 cubic meters 56 cubic meters 221 cubic meters

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For sitework computation:
If a footing labeled as F-4 (occurring 3 times on the foundation plan) is
described by the following sets of information:
For the footing: 3.0m x 3.0m x 0.5m with a total depth of embedment of
2.5m relative to the NGL.
For the column (attached to the footing): 0.5m x 0.5m x 5m.
Working space of 1 ft is recommended along the perimeter of the footing
base.
Side slope considered is for every 2V 1H is observed.
Find the total volume for backfill (rounded up to the nearest whole
number, in cubic meters).
166 cubic meters
56.cubic meters
221 cubic mneters
276 cubic meters
Transcribed Image Text:For sitework computation: If a footing labeled as F-4 (occurring 3 times on the foundation plan) is described by the following sets of information: For the footing: 3.0m x 3.0m x 0.5m with a total depth of embedment of 2.5m relative to the NGL. For the column (attached to the footing): 0.5m x 0.5m x 5m. Working space of 1 ft is recommended along the perimeter of the footing base. Side slope considered is for every 2V 1H is observed. Find the total volume for backfill (rounded up to the nearest whole number, in cubic meters). 166 cubic meters 56.cubic meters 221 cubic mneters 276 cubic meters
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