Q-31 Find the excavation and backfill quantities for (3*4) m service room with footing of 0.8m width and 0.3m height the depth of excavation shown in fig below for each room corner. Then calculate the conical soil pile dimensions for the excavated material if the slop angle 30° swell 35% and Deein shrinkage 95%. J-o、3メ Conterline 145 Deap 4 m 1 35 m Deep Section A -A Grado 2.4m High Masonry W. Plan 0.24 Wall 0.8 m Concrete Footing 2.00 Deep 1.80 Deep Each Side

Q-31 Find the excavation and backfill quantities for (3*4) m service room with footing of 0.8m width and 0.3m height the depth of excavation shown in fig below for each room corner. Then calculate the conical soil pile dimensions for the excavated material if the slop angle 30° swell 35% and Deein shrinkage 95%. J-o、3メ Conterline 145 Deap 4 m 1 35 m Deep Section A -A Grado 2.4m High Masonry W. Plan 0.24 Wall 0.8 m Concrete Footing 2.00 Deep 1.80 Deep Each Side

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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Team Management

To complete a specific task or to accomplish organizational goals along with increasing work productivity, individuals need to come together and think along a common path and direction. There are certain tasks in an organization that cannot be done alone and the involvement of more individuals is essential. These groups of individuals who work together for a common goal compose a team and the individual members involved are known as team members.

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Q-31 Find the excavation and backfill quantities for (3*4) m service room with footing of 0.8m width and
0.3m height the depth of excavation shown in fig below for each room corner. Then calculate the
conical soil pile dimensions for the excavated material if the slop angle 30° , swell 35% and
shrinkage 95%.
J= o 3 *
4 m
1.35 m Deep
Centerline
1.45 Deep
Section A -A
Grade
2.4m High Masonry W.
Plan
0.24 Wall
0.6 m
2.00 Deap
Concrete Footing
1.80 Deep
Each Side
Varies

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