Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN: 9781337705028
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Question
Chapter 17, Problem 17.5P
To determine
Find the factor of safety with respect to sliding and overturning of the gravity retaining wall.
Check the design for eccentricity.
Determine the soil pressures at the toe and the heel.
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-840 cm-
K107-50/32
610-
K108-50/32-
2
25
-K103-50/32-
N101
(10132)
K409-50/32--
25
K101-25/50
620 cm
257
K102-25/50
25
620
25
N102
Şantiye denetimi iyi.
B
K105 25/50 -
SORU 2: Yan yana derzle ayrılmış bloklardan oluşan bir okulun bir bloğuna ait +3.20 ve +6.40 m kotları kalıp planı verilmiştir. N101,
N102, N103 hacimleri sınıf olarak kullanılacaktır.
Malzeme:C30/37-B500C
Kaplama: mozaik karo
fad: 20
fid: 434.78
Dolgu (asmolen): en hafif gazbeton blok
Duvar: 1 aksi kirişleri ile K104, K105, K110 ve K112 kirişleri üzerinde 25 cm lik dayanımı düşük gaz beton duvar vardır.
a)Döşeme statik ve betonarme hesaplarını yaparak gerekli çizimleri veriniz.
b)Tüm kirişlerin yüklerini hesaplayınız.
A
K110-50/32-
K104-50/32-
12.5
K111 50/32
K106 25/50
Boşluk
K112 25/50
: +0
العنوان
solle
не
A
4
يكا
+91x PU + 96252
A heavy car plunges into a lake during an accident and lands at the bottom of the lake
on its wheels as shown in figure. The door is 1.2 m high and I m wide, and the top edge of
the door is 8 m below the free surface of the water. Determine the hydrostatic force on the
door if it is located at the center of the
the do strong pen
, and discuss if the driver can open the door, if
not; suggest a way for him to open it. Assume ong person can lift 100 kg, the passenger
cabin is well-scaled so that no water leaks inside. The door can be approximated as a
vertical rectangular plate
---20125
750 x2.01
Lake
Please provide a handwritten solution to the question.
Chapter 17 Solutions
Principles of Foundation Engineering (MindTap Course List)
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- Find: The equivalent horizontal force acting on the retaining wall. Surcharge: q=20kPa Ym=16kN/m³ 3 m Q'=32° Loose Sand c'=0 Groundwater table 6 m Ym-19kN/m³ 4'=38° Dense Sand c'=0 Frictionless wallarrow_forwardI need detailed help solving this exercise from homework of Applied Mechanics.I do not really understand how to do, please do it step by step, not that long but clear. Thank you!arrow_forwardI need detailed help solving this exercise from homework of Applied Mechanics.I do not really understand how to do, please do it step by step, not that long but clear. Thank you!arrow_forward
- I need detailed help solving this exercise from homework of Applied Mechanics. I do not really understand how to do, please do it step by step, not that long but clear. Thank you!arrow_forwardI need detailed help solving this exercise from homework of Applied Mechanics.I do not really understand how to do, please do it step by step, not that long but clear. Thank you!arrow_forwardDirection: Write the answer in a bond paper with complete solutions drawings. Strictly write in bond paper and picture it. Topic: Sheer & Moment diagrams, Reaction at Supports, Load Tracing, Method of Joint, and Method of Section Course: Theory Of Structurearrow_forward
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