4. A retaining wall shown in the figure, determine the Rankine Active force, Pa, per unit length ofthe wall and the location of the resultant.H = 10 ft, H1 = 5 ft, Y1 = 105 lb/ft? , Y2 = 122 lb/ft? , þ1 = 30° , þ2 = 30°SandY1H1ci = 0Groundwater tableH.SandY2 (saturated unit weight)c2 = (Frictionless wall

Given, There is A frictionless Retaining wall given in the question. Height (H1) = 5ft Total…

Answered: 4. A retaining wall shown in the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Find the maximum permissible height of water in the tank shown in Figure (1). Given that: Tank diameter = 10 m, Tank weight = 900 kN Foundation dimensions: 11 m x 11m x 1m Minimum safety factor against soil shear failure = 3. c = 30 kPa 1 p= 0, y = 19 kN/m² Figure 1 W.T.
The canal shown below runs 40 m into the paper. Assume unit weight of H2O is 9.79 kN/ m^3. Compute the location of the center of pressure where the resultant strikes the wall measured Vertically and horizontally from the bottom of the quarter circle wall. 18m 40 18m 18 Unit of the Correct Answer: meter Decimal Places required in the final answer: n/a X = 7.639, Y = 6 X = 2.816, Y = 9.667 X = 6, Y = 7.639 X = 9.667, Y = 2.816
The channel section shown is subjected to a vertical shear force of V = 20 kN. Calculate the horizontal shear stress TA at point A, and the vertical shear stress Tg at point B. Assume a = 40 mm, b = 250 mm, tw= 16 mm, t;= 12 mm, d = 82 mm. B Answers: TA = MPa MPa TB =
For linear stress variation over the base of the dam of the figure, find where the resultant crosses the base and compute the maximum and minimum pressure intensity at the base. Neglect hydrostatic uplift. Ans.Pmax=555 kPa; Pmin=129 kPa Note: unit weight of concrete is 2.5 times unit weight of water. 6m 19m 1 Y'=2.5Y 1 30 40 ¹3 mi 4 m -11 m
A. Oil with Spgr=0.80 forms a layer 0.90m deep in an open tank that is otherwise filled with water. The total depth of water and oil is 3.0m. What is the gage pressure at the bottom of the bottom of the tank? What is the total force at the bottom of the tank? oil 2 0.90m water 2.10m 3
Question-- . If a piezometer is installed at 7 m from the ground surface, what would be the piezometer reading 2 years after the construction is completed? A=6 B=2 C=1 D=7
From the given figure below and its properties, calculate the stress at the top where at the fixed end. (MPa) Properties: Beam width = 274 mmBeam height = 419 mmWLL = 8.86 kN/mWDL = 12.6 kN/mPu = 7 kNSpan of the beam = 8 mPrestressing force = 399 kNeccentricity = 127 mm
Using the FE handbook, can I get a step by step on how to answer?
Soil mechanics Geotechnical Engineer. Please solve in clear writing With sincere thanks and appreciation
Hi, i have drawn out the question in the attached image. Please calculate and plot the distributions of active and passive pressures on the smooth wall. Soil 1 Soil 2 Cohesion, c 0 0 Bulk Unit Weight 17kN/m3 20kN/m3 angle phi 30 degrees 40 degrees Bulk Unit Weight of water, Yw = 9.81 Please show hand calculations and explain steps. Thankyou !
Wooden posts (E=1,800,000 psi) are used for a retaining wall, each post is 6in x 6in. If the soil pressure along a post varies linearly from zero at A to a maximum at B, determine the displacement at the top of the post. Assume B is fixed and A is free. Report your answer in inches to three decimal places.
H H₂ H (b) c. Determine the reaction at Strut A (in lb). d. Determine the reaction at Strut B (in lb). e. Determine the reaction at Strut C (in lb). f. Determine the reaction at Strut D (in lb). Clay 7₁. CL Clay Y2- €₂ Clay f Yn C Refer to the figure above which shows a braced cut in layered clay. Given: H = = 25ft H₁ = 5ft H₂ = 10ft C₁ = 2125psf C₂ = 1565psf 1/₁ = 111pcf Y2 = 107pcf H3 = 10ft C3 = 1670psf Y3 = 109pcf a. Determine the average cohesion (in psf) for the construction of the earth-pressure envelope. b. Determine the average unit weight (in pcf) for the construction of the earth-pressure envelope. If the strut A, B, C and D is located at a depth of 5ft, 10ft, 15ft and 20ft, respectively. The center-to- center strut spacing in the plan = 12ft.

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS