(a) What is the effective wall load on the strip footings in kN/m? You may assume that thethe loads on the floor are not transferred to the strip footings. You may also assume thathalf the roof load goes to each wall.(b) If you use an unembedded strip footing for each wall what width is needed to maintain abearing capacity factor of safety of two?PI of the fill soil is 41 In this assignment, you will design footings for the planned buildings.The site plan in the request for geotechnical report shows the site layout. The architect hasprovided the dimensions and floor loads for each building in Table 1.Table 1: Dead and live loads on planned structuresNumber ofRoof Load (kPa) Floor load (dead+ live, kPa)Plan Dimensions(m)StoriesWarehouse75 x 1001515Administrative20 x 3056.8 2. Figure 2 shows a plan and elevation view of the proposed warehouse building. For theproposed building, wall dead loads can be computed assuming the walls to be made ofconcrete panels, 10 m in height, and 14 cm thick.75 m100 m75 m10 ma) Plan Viewb) ElevationFigure 2: a) Plan view and b) elevation view of warehouse building.

given-a strip footing subjected to a effective load from the wall in kn/m required-to find…

Answered: What is the effective wall load on the…

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) What is the effective wall load on the strip footings in kN/m? You may assume that the
the loads on the floor are not transferred to the strip footings. You may also assume that
half the roof load goes to each wall.
(b) If you use an unembedded strip footing for each wall what width is needed to maintain a
bearing capacity factor of safety of two?

PI of the fill soil is 41

In this assignment, you will design footings for the planned buildings.
The site plan in the request for geotechnical report shows the site layout. The architect has
provided the dimensions and floor loads for each building in Table 1.
Table 1: Dead and live loads on planned structures
Number of
Roof Load (kPa) Floor load (dead
+ live, kPa)
Plan Dimensions
(m)
Stories
Warehouse
75 x 100
1
5
15
Administrative
20 x 30
5
6.8

2. Figure 2 shows a plan and elevation view of the proposed warehouse building. For the
proposed building, wall dead loads can be computed assuming the walls to be made of
concrete panels, 10 m in height, and 14 cm thick.
75 m
100 m
75 m
10 m
a) Plan View
b) Elevation
Figure 2: a) Plan view and b) elevation view of warehouse building.

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