example: (Total immediate settlement),Determine the total immediate settlement of the rectangular footing shown in figure belowe after 2 months. 1200 kNG.S.1.0m3m x 4m% = 8000KN/m²...y = 20KN/m²2.0mSand0.5B =1.5m0.63.0mclayE= 20000KN/m²4.5m0.133Rock2B óm2B – 0.6 Iz

Given: A soil profile as shown in the figure.A rectangular footing 3m x 4m is placed at depth of 1.0…

Answered: 1200 KN C.S. 1.0m 3m x 4m % =…

1200 KN C.S. 1.0m 3m x 4m % = 8000KN/m²,.-y = 20KN/m³ 2.0m Sand 0.5B=1.5m 0.6 3.0m clay E= 20000KN/m² 0133 Rock 2B= 6m 2B – 0.6 Iz

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The soil arrangement shown carries 1.76 meter square footing with a column load of 583 kN.…

A: To find the settlement of clay layer

Q: 1) For the foundation sitting on top of the 5m thick soil calculate dimension. (Factor of Safety:3)…

A: Given: A square foundation resting on uniform sand as shown in the figure Given SPT N value= 9…

Q: 17.6 Refer to Problem 17.5 and Figure 17.15. Suppose a footing (2 m × 2 m) is constructed at a depth…

A: Obtain the values of N60 and γ from the given bore log at the depth of 1.5mN60=8 and γ=18…

Q: A square footing is shown is the following figure. Assume the induced stress, Ao,, due to load from…

A: We have to determine the value of settlement of the square footing according the data given in the…

Q: A footing 1.0 m square and 0.5 m deep supports a service load down to 200 kN. It is supported by an…

A: Total settlement, Sf = HCR1+ e0 log10 σc1σo1 +HCc1 + e0 log10 σf1σc1 Over Consolidation Ratio =…

Q: Problem (5.3): (Total immediate settlement) Determine the total immediate settlement of the…

A: Given: A rectangular footing of dimensions 3m X 4m is placed on a two layered soil deposit as shown…

Q: Q.2 A rectangular foundation (6*6 m) carries 700kPa near the surface of saturated clay layer (depth=…

A: Effective stress at middle :σe=20-9.816=61.14kpaIncrease in the stress at middle of clay…

Q: b)A square footing 2.8 m X 2.8 m is built on a homogeneous bed of sand of density 18 kN/m and o =…

A: For determination of safe load, the following formula is used- Q= qs ×A Q = safe load A = area of…

Q: Question Attached

A: Consider free body diagram;

Q: A rectangular footing (3mx2m) exerts a pressure of 100 kN/m2 on a cohesive soil (Es35x104kN/m2 and…

A: Note: Hi! Thank you for the question As per the honour code, We’ll answer the first question since…

Q: Question attached

A: Solution: Given Data: β=20°FOS=3γ=18 kN/m3c=0B=1.25mD=0.7m Ultimate Bearing capacity…

Q: 2. Given the following foundation plan Dimensions of F1 = 1.5m x 1.5m F2 = 1.7 m x 1.7 m F3 = 1.9 x…

Q: A circular footing has a diameter of 21m and a load of 100kPa is acting on it. The elastic modulus…

A: Given: Diameter of footing, B = 21 m Load, q = 100 kPa Elastic modulus of soil, Es = 35 MPa…

Q: Question attached

A: The gross pressure at the base of the foundation at which soil fails is called ultimate bearing…

Q: A square footing shown has the following details: Unit weight of soil = 15.9 kN/m³ %3D Saturated…

Q: Compute the allowable load using the General (Meyerhof) Bearing Capacity equation for the…

A: Given Data: Depth of footing is Df=1 m. Width of footing is B=1 m. Length of footing is L=2 m.…

Q: 2. Determine the depth at which a circular footing of (2+0.4Y)m diameter be founded to provide a…

A: For given angle of shearing resistance, we get

Q: A rectangular footing of 1.5x2.0 m on stiff clay (0= 0) is subjected to an inclined load as shown in…

A: Rectangular footing,L = length of footing = 2.0 mB = Width o footing = 1.5 mDf = Depth of footing =…

Q: 8.4 A rectangular foundation is shown in Figure P8.2, given B = 2 m, L= 4m q = 240 kN/m², H = 6 m,…

A: Part - 1 - Average elastic settlement - Se = qB1 - μ2EIfhere,q = foundation pressure = 240KNm2B =…

Q: Problem 3 Proportion a square footing such that the consolidation settlement is not over 40 mm for…

Q: For the rectangular footing shown in Fig. (4), if B = 4 m find: a) Length of footing (L) b) Depth of…

A: To determine the length of the footing: Pu =1.4 PD +1.7 PL = 1.4 X 1200 + 1.7 X 800 + 10% of…

Q: Question Attached

A: Question is based on strip footing, Size of footing , Load on footing and spt value with…

Q: Circular foundation diameter B = 2m G.S. 1.0m Sand q = 150 kN/m² 0.5m W.T. Sand 0.5m V'sat:÷ 19:kN…

Q: A shallow foundation with the dimensions of 3.0 by 3.0 m is constructed on a soil profile below (P =…

Q: Q.4 (25 marks): Rectangular footing as shown in the figure. Determined the increment in vertical…

Q: Q#2:…

A: Let us estimate the allowable bearing capacity in step 2.

Q: A square footing shown has the following details: Unit weight of soil = 17.66 kN/m3 Saturated unit…

Q: Example 24.31. Determine the ultimate net bearing capacity of the circular footing shown in Fig.…

Q: The soil profile for a future building construction site is shown in th following figure. The…

A: Given: 6 m dia circular building q= 200 kN/m2 We need to find out consolidation settlement of 5m…

Q: A circular (0.8 m diameter) footing with q = 50 kN/m² is placed on the ground surface. Compute and…

Q: Home work: Q1/ Determine the total immediate settlement of the rectangular footing shown in igure…

A: Calculating the stress at the base before placing footing: σ0=γZ σ0=20×1σ0=20 kN/m2

Q: 8.4 A rectangular foundation is shown in Figure P8.2, given B= 2 m, L=4m q= 240 kN/m², H= 6m, and D;…

Q: 3. y = 19.65 kN/m³ %3D 3 m Yoae = 21.70 kN/m³ c = 0 kPa O = 20° 2 m 0.60 m

Q: A square footing of dimension 1.5m x 1.5m carries a load of 890 kN as shown in the image: Determine…

Q: For the strip footing shown. Calculate the reduction percentage in the bearing capacity of the soil…

Q: Problem (5.3): (Total immediate settlement) Determine the total immediate settlement of the…

A: Diagram for footing placement

Q: Problem (5.3): (Total immediate settlement) Determine the total immediate settlement of the…

A: Sitotal=ssand1+ssand2immediate settlement of sand by schmartmann's method…

Q: Determine the size of the square footing shown in figure below. If qu= 100 kPa and F.S.= 3.0? %3D Q…

A: Given Data: Load on the footing is Q=1000 kN. Ultimate bearing capacity of soil is qu=100 kPa.…

Q: Question (4): A 2.5 x 2.5 m square footing is to be placed on clay overlying sand as shown in figure…

Q: Problem 5: A square column footing 2 m X 2 m is shown below. a) Determine the average increase of…

Q: Circular foundation diameter B = 2m G.S. 1.0m Sand q = 150 kN/m² 0.5m W.T. Sand 0.5m Ysat19 kNrin?.…

A: Given,

Q: For the rectangular footing shown in Fig. (4), if B 4 m find: a) Length of footing (L) b) Depth of…

A: Factored load = 1.2 DL +1.6 LL = 1.2 X 1200 + 1.6 X 800 + 10% of self weight =2864kN Design moment…

Q: A square footing is shown in Figure P3.10. Using a factor of safety of 6, determine the size of…

A: The given data is: γ=15.7 KN/m3c'=0θ=30°γsat=18.9 KN/m3c'=0θ=30°

Q: A footing 3 m x 3 m is supporting a concentric load of 1100 kN. Calculate the settlement in mm of…

A: We will use formula of settlement.

Q: Circular foundation diameter B= 2m G.S. 1.0m Sand q = 150 kN/m² 0.5m W.T. Sand 0.5m Vsat 19 kNim?…

A: given question width of footing =2m(diameter) loading=150kn/m2

Q: A rectangular footing 1.5 m x 1 m is shown in Figure below, Determine the magnitude of the gross…

A: L = L' = 1.5 m B' = B-2e = 1 - 2 x 0.1 = 0.8 m For ∅ = 30° Nq = 22.46, Nγ = 19.13

Q: Problem (5.3): (Total immediate settlement) Determine the total immediate settlement of the…

A: "Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: A square footing is subjected to an inclined load as shown in the figure below. If the size of the…

A: Given, B=2.25 F.S=3.5 α=12°

Question

example: (Total immediate settlement),

Determine the total immediate settlement of the rectangular footing shown in figure belowe after 2 months.

1200 kN
G.S.
1.0m
3m x 4m
% = 8000KN/m²...y = 20KN/m²
2.0m
Sand
0.5B =1.5m
0.6
3.0m
clay
E= 20000KN/m²
4.5m
0.133
Rock
2B óm
2B – 0.6 Iz

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1 Data Intepretation

VIEW

Step 2 Determination of immediate settlement

VIEW

Step by step

Solved in 2 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

F (kN)=36 L1 (m)= 37.0053 Eal (GPa)=74
HELP ASAP!!! a = 5.4 m , b= 3.8 m, c= 1.9 m
Ans in kN/m
a = 4.5 m b = 33.0 kN/m c = 13 kN
Given Y = 10 kn/m^3 Find Fh, Fv, horizontal distance of Fv from A
2. Required: F = ? , e = ? , RA = ? , RB = ?
q=3.15 kn/m , a=3.15m
Water is flowing at a rate of 4.5m3/s in a trapezoidal channel whose bottom width is 2.4m and side slopes are 1 vertical to 2 horizontal. Compute for the channel depth if n = 0.012 and So = 0.0001
Note: P = 42.75 kN
Redo Problem 15.7 assuming that c = 60 kN/m2.
Convert 227 ft/min to meters/sec
Note: q = 19 kN/m P = 85.50 kN