الموافق . Subject Date : 1 1 SA Strip footing I'm wide at its base موضوع الدرس التاريخ / is located adepth of o.fm below. th the ground surface. the Properties of the Foundation soll are Y=18KN/m³, C=30KM/ and 0= 23², Determine the safe bearing and factor cagacity using Terzaghi's analysis of safety of 3

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Answer this question from the foundation geometry lesson. I want the solution to be in steps so that I understand how to solve the question
q. = cNo + q'N₂+0.5 YBNY
q= 1.3 c N₂ + q' N₂+ 0.4 YB Ny
qu= 1.3 c N₂ + q' N₂ + 0.3 Y B Ny
Table 1: Terzaghi's bearing capacity factors
N₂
K₂
5.7
10.8
7.3
12.2
9.6
14.7
12.9
18.6
25.0
10607
5
20
25
30
34
35
40
45
48
50
N
1.6
2.7
7.4
12.7
22.5
36.5
Ny
0.0
0.5
1.2
2.5
17.7
25.1
37.2
52.6
57.8
95.7
81.3
172.3 173.3
258.3 287.9
780.1
347.5 415.1 1153.2 | 800.0
9.7
19.7
35.0
42.4
For strip /continuous footing
- For square footing
For circle footing
100.4
297.5
52.0
82.0
141.0
298.0
-
Transcribed Image Text:q. = cNo + q'N₂+0.5 YBNY q= 1.3 c N₂ + q' N₂+ 0.4 YB Ny qu= 1.3 c N₂ + q' N₂ + 0.3 Y B Ny Table 1: Terzaghi's bearing capacity factors N₂ K₂ 5.7 10.8 7.3 12.2 9.6 14.7 12.9 18.6 25.0 10607 5 20 25 30 34 35 40 45 48 50 N 1.6 2.7 7.4 12.7 22.5 36.5 Ny 0.0 0.5 1.2 2.5 17.7 25.1 37.2 52.6 57.8 95.7 81.3 172.3 173.3 258.3 287.9 780.1 347.5 415.1 1153.2 | 800.0 9.7 19.7 35.0 42.4 For strip /continuous footing - For square footing For circle footing 100.4 297.5 52.0 82.0 141.0 298.0 -
Subject
الموافق
موضوع الدرس .
التاريخ /
Date :
1
1
A Strip footing I'm wide at its base
is located adepth of o.fm below
th
the ground surface, the properties of the
Foundation soll are Y=18KN/m³, C=30KM/.
and 0=23°, Determine the safe bearing
cagacity using Terzaghi's analysis
of safety of 3
and factor
Transcribed Image Text:Subject الموافق موضوع الدرس . التاريخ / Date : 1 1 A Strip footing I'm wide at its base is located adepth of o.fm below th the ground surface, the properties of the Foundation soll are Y=18KN/m³, C=30KM/. and 0=23°, Determine the safe bearing cagacity using Terzaghi's analysis of safety of 3 and factor
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