Based on the given information, it is desirable to determine the final load-bearingcapacity under vertical loading, assuming a reliability coefficient of 4 and creatinga total shear rupture and Terzaghi equation.Part BD,Foundation type28.75 kN/m 17.29 kN/m Continuous17 kN/m16.5 kN/m' Squarea.1.22 m 0.91 m 25b.2m30 030 0ImContinuousc.3m2 mq.=c'N, + qN, + lyBN,(continuous or strip foundation)4=1.3c'N, + qN, + 0.4 BN, (square foundation)E E

Solution:- For continuous footing, load bearing capacity qu=c'Nc+γDf.Nq+0.5γ×B.Nγ for Φ'=25°, Nc,…

Part в D, Foundation type 25 28.75 kN/m 17.29 kN/m Continuous 17 KN/m 16.5 kN/m 1.22 m 0.91 m a. 2 m 3m Im 2 m b. 30 0 Continuous e. 30 0 Square 4. -c'N, + qN, +}yBN, (continuous or strip foundation) 9=1.3c'N, + qN, + 0.4YBN, (square foundation)

Part в D, Foundation type 25 28.75 kN/m 17.29 kN/m Continuous 17 KN/m 16.5 kN/m 1.22 m 0.91 m a. 2 m 3m Im 2 m b. 30 0 Continuous e. 30 0 Square 4. -c'N, + qN, +}yBN, (continuous or strip foundation) 9=1.3c'N, + qN, + 0.4YBN, (square foundation)

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: 10.6

A: Given data:The length of the foundation is 20 m.The breadth of the foundation is 15 m.The cohesion…

Q: For the retaining wall below calculate the foundation dimension (W)so that safety is satisfied. Unit…

Q: Find the settlement due to consolidation of a 9ft × 9ft coloumn foundation (figure) with a load of…

A: Solution:- Given information Density of clay, γ=115 lbs/cf, and Compression index, Cc=0.32 Initial…

Q: Question attached

A: Given- B=5ftDf=3ftγ=115lb/ft3ϕ'=25°C'=600 lb/ft3FS=3

Q: A STuare footing is 1.8 x 1.8 m with a 0.4 × 0.4 m? square column. It is loaded with an zxia! load…

Q: A rectangular footing 3 × 2 m with 0.5 m thickness is under a column 420 × 420 mm. It is subjected…

A: Given: Dimensions of footing = 3 x 2 m Thickness of footing = 0.5 m Dimensions of column = 420 x 420…

Q: The cantilever retaining wall resists active lateral earth pressure. a e b. Given: a = 0.3 m b = 0.6…

A: Given data Ys = 17 KN/m3 Yc = 24 KN/m3 Coefficient of active earth pressure (Ka) Ka = 1/3…

Q: I horizontal live load of 30 KN/m cted to a distance 0.30 m from the center of the footing. The base…

Q: A square column foundation is to be constructed on a sand deposit (C = 0). The allowable load Q will…

Q: subject : Geotechnical DesignBook : PRINCIPLE OF FOUNDATION ENGINEERING

A: Given:

Q: Solve Problem 5.6 using Eq. (5.11).

A: Given- qu=Cu1NcFcsFcd+q

Q: A column foundation (Figure P4.5) is 3 m x 2 m in plan. Given: Df = 1.5 m, Φ' = 25°, c' = 70 kN/m2.…

A: It is the net soil pressure that can be safely applied to the soil considering only shear failure.…

Q: Question attached

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

Q: Q1- Use Rankıne theory to calculate the lateral earth pressure and determine the stabilıty of the…

A: Solution: For lateral earth pressure: Kac=cos2ϕ - ηcos2ϕ - ηcosη+δ1+sinϕ+δsinη-βcosη+δcosη-β1/22sub;…

Q: For a square foundation that is B × B in plan, D; = 2 m; vertical gross allowable load, Qall = 3330…

A: Question is based on foundation engineering. Dimension's of square foundation, unit weight of soil…

Q: Design an isolated rectangular footing: P(dead load) = 225 kN P(live load) = 130 kN Qa = 180 kPa Df…

A: Given Data:D.L =…

Q: A square foundation (1.5 m x 1.5 m), supported by sand, has its bottom 0.7 m below the ground level,…

A: The solution is given by using Terzaghi's ultimate bearing capacity equation. Depth factor and…

Q: For the retaining wall below calculate the foundation dimension (W)so that safety is satisfied. Unit…

A: It is required to determine the coefficient active earth pressure. It is required to determine the…

Q: For the retaining wall below calculate the foundation dimension (W)so that safety is satisfied. Unit…

Q: Refer to Figure 5.9. For a continuous foundation in two-layered clay, given:●● γ1 = 121 lb/ft3,…

Q: Refer to Figure 5.2. Given: B = L = 1.75 m, Df = 1 m, H = 1.75 m, γ = 17 kN/m3, c' = 0, and Φ' =…

A: The general bearing capacity equation as modified by Cerato and Lutenegger (2006) for square…

Q: Redo Problem 7.6 using Vesic's (1975) solution [Eq. (7.12)]. 7.6 A 2.0 m wide continuous foundation…

A: Given : A continuous footing in a saturated clay Width = 2.0 m Depth…

Q: (b) A residential building is to be constructed in Ghala. Strip footing is proposed for the walls of…

A: Pitched trusses, also known as common trusses, are defined by their triangular shape. These…

Q: 8. A loaded footing ABCD with q = 200 kN/m² on the ground is shown in the figure below. Compute Aoz…

Q: 3. A column foundation (Figure 1) is 3 m x 2 m in plane. Given: D;= 2m, o=25°, c = 50 kN/m². Using…

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

Q: Proportion a rectangular combined footing for two columns 5 m apart. The exterior column of size 0.3…

A: Given data, SBC = 100 KN/m2 Load carried by 0.3 m column A = 600 KN Load carried by 0.4 m column B =…

Q: A circular ring foundation for an overhead tank transmits a contact pressure of 300 kN/m2 .Its…

A: given data outer diameter of raft=10 m internal diameter of raft=6 m pressure of raft=300 kn/m2…

Q: Refer to Figure 5.2 and consider a rectangular foundation. Given: B = 1.5 m, L = 2.5 m, Df = 1.2 m,…

A: Solution Given Data B = 1.5 m, L = 2.5 m, Df = 1.2 m, H = 0.9 m, Φ' = 40º, c' = 0, and γ = 17 kN/m3.…

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

Q: 10. A flexible foundation is subjected to a uniformly distributed load of q-500 kN/m². Table 3 could…

Q: A square foundation (1.5 m x 1.5 m), supported by sand, has its bottom 0.7 m below the ground level,…

Q: RIN/m A shallow foundation shown below, with e,=0.34 m and eg=0.28 m. Water level is located at a…

Q: Question attached

Q: (57) A column carrying an axial load of 3000 kN has a base plate 0.75 m X 1 m and transmits its…

Q: A rectangular footing 2.0 m x 2.5 m carries three columns at distances from the footing center as…

A: Given, P1 = 400 kN P2 = P3 = 200 kN

Q: DAS (9e) Problem 10.6, add a question (c), what is the depth Df for a 50 percent compensated…

A: Given- 8 story buildingFootprint of 15m×20m

Q: For a square foundation that is B x B in plan, Df. = 2 m; vertical gross allowable load, Qall…

Q: 4) A Column foundation as can be seen in the bottom, is 3mx2m in plane with Dr = 2 m, ø' = 25, c' =…

Q: Q2- A column foundation 1.2 ×1.6 m placed at a depth of 1.2 m. The column of 0.4 × 0.4 m is…

A: Bearing capacity: The bearing capacity of the foundation is defined as the maximum allowable…

Q: A Strip foundation under the wall of a factory building, upper axle load =180kN/m, the depth dis…

Q: SITUATION 8: A square footing, 0.70 m thick, 2.5 m wide along the y - axis and 2.5 m long along the…

Q: Part в D, Foundation type 28.75 kN/m 17.29 kN/m Continuous 17 kN/m 16.5 kN/m a. 1.22 m 0.91 m 25° b.…

A: Calculate the bearing capacity of continuous footing, qu=C'Nc+γDNq+0.5γBNγ C - Cohesion = 28.75…

Q: A column foundation (Figure 1) is 3 m x 2 m in plane. Given: D,= 2m, þ=25°, c = 50 kN/m?. Using the…

A: (4)

Q: y = 17 kN/m³ 1 m 1.5 m Groundwater level 3 m x 2 m Ysat = 19.5 kN/m³ Figure P4.5

Q: A square column foundation is to be constructed on a sand deposit (C = 0). The allowable load Q will…

Q: 10.6 It is proposed to build a 8 story building with a footprint of 15 m × 20 m, resting on a mat…

A: a.) Calculate area of foundation A=L×BA=20×15A=300 m2 Calculate the total head of structure Total…

Q: Qa = 180 kPa Df = 1.5 m Unit wt. of concrete = 23.5 kN/m^3 Unit wt. of soil =17.2 kN/m^3 Bar…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: 5. A square footing 1.4 m X 1.4 m rests at a depth of 1 m in a saturated clay layer 3 m deep. Take…

Q: A rectangular footing 2.0 m x 2.5 m carries three columns at distances from the footing center as…

A: Data is given

Question

Based on the given information, it is desirable to determine the final load-bearing
capacity under vertical loading, assuming a reliability coefficient of 4 and creating
a total shear rupture and Terzaghi equation.
Part B
D,
Foundation type
28.75 kN/m 17.29 kN/m Continuous
17 kN/m
16.5 kN/m' Square
a.
1.22 m 0.91 m 25
b.
2m
30 0
30 0
Im
Continuous
c.
3m
2 m
q.=c'N, + qN, + lyBN,
(continuous or strip foundation)
4=1.3c'N, + qN, + 0.4 BN, (square foundation)
E E

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 Load bearing capacity

VIEW

Step 2 load bearing capacity

VIEW

Step by step

Solved in 2 steps

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

Q4: Use the rectangular loaded area to calculate the increase in vertical stresses at points (A) and (B) due to the loaded area of footing. Choose figure (1) or (2). Top view Top view it. awT CLAY 1 CLAY 1 CLAY 2 10m x 10m 150² INCOMPRESSIBLE Figure (1) B G.W.T ME CLAY 1 CLAY 1 CLAY 2 YA 10mX10m 7-15076 INCOMPRESSIBLE Figure (2)
Determine the factor of safety against bearing capacity failure (assume saturated undrained conditions)
Using the mechanism method, determine the collapse load factor a for the portal frame shown in Figure Mp=855 kNm L=2 m(Steel Material S355) (prove your results with program solution) 0,1P Mp 727 1,131Mp L P/4 L P/4 L Mp L 1/2L
Determine the rivet value of 20 mm diameter rivets connecting 12 mm thick plate if it is in single shear. Gross area of rivet is 363.05 mm², permissible stresses in shear and bearing are 80 MPa and 250 MPa respectively. (a) 64.5 kN (c) 29.044 kN (b) 645 kN (d) 290.44 kN
What are the modes or types of bearing capacity failure? Select one or more: O a. Punching Shear O b. General Shear c. Catastrophic Shear O d. Local Shear
The given section of beam is at the point of maximum moment of the beam loaded shown. Use n=8. Calculate the compressive force of the concrete. The answer is kN. 100 mm 100, 100 2-16 mm 0 50 mm Somm 142.5 KN/m 400man 6m 1-32m 1-320m 2,m lo0mm
Question 5: Calculate the collapse load (P.) of the continuous beam shown. Total uniform load 4P Mr 2 Mr 112 1/2
Considering flexural buckling, determine the allowable and design compressive strength using L = 5m (A = 6,265mm2, rx = 106.43mm, ry = 49.28mm
A rectangular reinforced concrete beam has a cross-section dimensions b=400mm andoverall depth h= 800mm. The beam as shown in the image below carries asuperimposed dead load of 12 kN/m (excluding the self-Weight of the beam) andspecified live load of 20 kN/m. The beam has a compressive strength of 30Mpa andreinforcement yield strength of 400 Mpa a) What is the self weight of the beam? b) What is the modulus of elasticy and yeild strain of reinforcement
What will be the nature of surface of pipe if the flow of water is taking place having roughness size (k) = 0.10mm, yields an average shear stress at pipe boundary To 250N/m², take v = 10-6m²/sec A Hydrodynamically smooth B Hydrodynamically rough C In transition zone D Data insufficient II
Use Method of Consistent Deformation AND Slope Deflection Method SHOW COMPLETE SOLUTIONS AND PLEASE ANSWER IT ASAP. THANKYOU.
Discuss aboout Self-straining loads