If a footing labeled as F-3 (ocurring 5 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 2m 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). 39cubic meters 153 cubic meters 191 cubic meters

If a footing labeled as F-3 (ocurring 5 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 2m 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). 39cubic meters 153 cubic meters 191 cubic meters

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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