Answered: Determine the maximum tensile stress…

Engineering

Civil Engineering

Determine the maximum tensile stress (MPa) in the section. 2. Determine the compressive stress (MPa) in the section.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.11P

See similar textbooks

Related questions

Q: The rainfall data in (mm) for the last (10) years is as follows: 988, 966, 1015, 977, 1045, 1100, 96...

Q: individual paths of hydrologic cycle is described along with the continuity principle in A hydrologi...

Q: 3. The continuous beam shown in the figure is fixed at A and D, and supported along the span by two ...

Q: Sieve Size Sieve opening (mm) Percent Finer 3 in. 76.2 100% 2 in. 50.8 90% 1 in. 25.4 80% #4 4.75 75...

A: Given the sieve sizes and percentage finer soil in those sieves.

Q: 20KNE 320KN

Q: 45° 20° O-0-0-0--.

Q: 4 kN.m 4 kN.m A 4 m

Q: Determine the safety against basic breakthrough (qb / q current) for the elongated plate in the figu...

A: Given data is soil is clay for which∅=0 hence Ka = Kp=1 also σv=γh where γ=16kN/m3 Also height at a...

Q: compute the catchment volume from the total data of precipitation,

Q: A mold having a volume of 0.12ft³ was filled with moist soil. The weight of the soil in the mold was...

A: Given, Volume of the mold, say V = 0.12 ft3 Weight of the moist soil, say Wt = 12 lb Weight of the d...

Q: Situation 1. Refer to the FIgure. 1. Determine the hydrostatic force due to glycerin. 2. Find the...

Q: bearings of six lines radiating from a S88°52'W a) AB, N43° 24'E b) AC, N78°53'W. c) AD, S64° 42'E d...

Q: Determine the Deflection at D. Use the Any Geometric Method (once for DIM, ance for AMM, once for CB...

Q: e has a horizontal base 4 ft. long, 3

A: Pressure at bottom is :P=γw5+3=62.48=499.2lbft2Centroid =5ft+233=7ftso,Total pressure force :F=γwAh=...

Q: determine the values of e,, p, and pM, 24 in. 27 in. 6 #11 bars $3 in.

A: The values and diagram given in the question are as follows Yield strength of steel(fy)=80000 psi or...

Q: 1. Portal Method The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X...

A: The assumption in the portland method:- For each storey of the frame, the interior column will take ...

Q: A line XY is to be laid out with a 30-m long tape. The length of the line is 357.842m. When compared...

Q: A soil excavated from a borrow pit has an in-situ dry unit weight of 18.59 kN/m3. In the laboratory,...

Q: The members AB, AC and BC of the truss support the given load as shown. If the members have limiting...

Q: A proposed embankment fill requires 3500 m' of compacted soil. The void ratio of the compacted fill ...

A: Introduction- The roadway, railway track, or canal is often elevated onto an embankment consisting o...

Q: If a container containing water 0.50m deep is carried inside an elevator that accelerates at 2m/s2 e...

Q: member

A: Ans 1 - Explanation- In computation we assume that all hinges having zero moment resistance. But...

Q: 3. A and B are two points located on each bank of a river and near the abutments of a proposed bridg...

Q: 5. A steel punch can be worked to a compressive stress of 800 MPa. Find the least diameter of hole w...

A: To determine least diameter of the hole that can be punched for the given steel plate. Given, Allo...

Q: Discuss the difference between the experimental and computational member forces.

A: 1. The experimental member force is obtained by performing the experiment in the laboratory for any ...

Q: 7. A solid shaft of mild steel 200 mm in diameter is to be replaced by hollow shaft of alloy steel f...

Q: A rain gutter is subjected to a 30# force at C as shown. Determine the moment developed about A and ...

Q: nat the dam may get washed aw is expected to be only (6 %), wh designed?

A: return period (T) = 30 years time taken for construction = 5 years to find (a) wash away during 5 ...

Q: 37. Soil solids have a specific gravity of 2.71. Find the unit weight of the solid in English unit. ...

A: Given data The specific gravity of the soil solid is given as the 2.71. Specific gravity of soil so...

Q: determine the force reaction in kn at the hinged support.

A: ##Calculation for reaction force at hinge support ##

Q: The moment that is computed by multiplying the shear and half of the member length is not a of a mem...

A: Question is related to basic of structures

Q: In the figure, x=25cm initially. If the pressure at m is increase by 35 KPa while maintaining the pr...

Q: A cylinder glass tubing 2.8 cím. inside diameter and 90 cm long with one end closed is immersed vert...

Q: Sketch the cross-sectional picture of a W8x67 sitting on top of a W16x26 (the vertical centerlines a...

Q: The rigid bar AOB is pinned at O and connected to aluminum and steel rods. If the bar is horizontal ...

A: Where ; Ra = For Aluminum Rod Rs = For Steel Rod

Q: Given an infinite slope with the following properties: γ = 17 kN/m3, H = 5 m, β = 34°, φ = 25° and c...

A: ###determination of Normal stress, shear stress, FOS.

Q: Given data m=10 Kg g=9.8\ mls? h=5 m %3D

Q: 3.6 Refer to Problem 3.5. Determine the weight of water, in kN, to be added per 90) cubic meter (m³)...

A: We have to determine the solution of 3.6 in which we asked about weight of water to be added as per ...

Q: dinate rd Curve Forward Tangent PT R R Backward Tangent

A: As there are multiple questions posted, according to the guidelines, only the first is being answere...

Q: Problem Solving (Show the corresponding solution) 1. In a closed traverse ABCDE running anti-clockwi...

A: To Determine Missing length of line CD and Missing Azimuth of line BC. Concept Latitude = LCosθ Σ La...

Q: 8 kN 4 kN ID B 3 m 3 m -3 m

Q: Imperfections in solids, are they good or bad? Why?

A: Solution: When there is an availability of irregularity in the structure pattern of crystal arrangem...

Q: 1. For the given soll element, determine: C a. Determine the maximum and minimum principal stresses....

Q: Compute the Concrete mix proportion for a 1ftx1ftx1ft concrete box fc'=21MPA slump=75-100mm Nominal ...

A: Reference : ACI - 318 All tables are taken from ACI - 318 mix design code Table : Relation between c...

Q: 10KN/m A В D 4m 2m 3m Draw Shear and Moment Diagram of the Beam

Q: Paolo owns a hydroelectric power generating system as shown in HG008. Water flows from an upper rese...

Q: For a given soil, the following are known: Sieve No. % Passing 4 200 Liquid Limit 33 70 30 Plastic L...

A: Given Liquid limit, LL = 33% plastic limit, PL = 12% Percentage Passing seive number 4 = 70% Percent...

Q: Which of the following statements is NOT true, when checking the emergency breakaway system on a tru...

A: Detailed explanation for every statement is provided

Q: A 6 m. cantilever retaining wall, supports an active pressure which varies from zero at the top to 3...

A: In first case only lower end is fixed. In second case upper end is also fixed.

Q: For the 3-span beam shown in Figure Q2a, use Moment Distribution Method to draw schematic of complet...

Question

100%

A short column of rectangular section 160 mm x 120 mm carries a load of 200 KN. The load point is at a point 40 mm from the longer side and 70 mm from the shorter side.

1. Determine the maximum tensile stress (MPa) in the section.

2. Determine the compressive stress (MPa) in the section.

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 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

A steel column of hollow circular cross section shown in Figure 2 is supported on a circular steel base plate and a concrete pedestal The column has outside diameter 220 mm and a wall thickness of 15 mm. It supports an axial load of 680 kN. a. Determine the bearing stress induced by the column to the base plate in MPa. b. If the allowable bearing stress on the pedestal is 10MPa, determine the required diameter of the base plate in mm.
The simple beam carries a concentrated load P = 15kN. Dimension a and b are 2.5m and 1.2m. respectively. What is the required section modulus of the beam, in mm^3, if the stress is 120Mpa?
A steel column of hollow circular cross section shown in Figure 2 is supported on a circular steel base plate and aconcrete pedestal The column has outside diameter 220 mm and a wall thickness of 15 mm. It supports an axial load of 680kN.a. Determine the bearing stress induced by the column to the base plate in MPa.b. If the allowable bearing stress on the pedestal is 10MPa, determine the required diameter of the base plate in mm.
A short post constructed from a hollow circular tube of aluminum supports a compressive load of 250 kN (see figure). The inner and outer diameters of the tube are d1 = 9cm and d2 = 13cm, respectively, and its length is 100 cm. The shortening of the post due to the load is measured as 0.5 mm. Determine the compressive stress. (Disregard the weight of the post itself, and assume that the post does not buckle under the load).
According to the general shear stress formua, shear stress distribution on a rectangular crosss section is parabolic. When b = 47 mm, h = 79 mm, transverse shear force V = 69 k N, please calculate the max shear stress on the cross section shown below: max (f v max in textbook)= ____ MPa.
A vertical 4.80-kN load is applied as shown on a wooden post of rectangular cross section, 80 by 120 mm (Fig. 11.40a). (a) Determine the stress at points A, B, C, and D. (b) Locate the neutral axis of the cross section.
A simply supported rectangular beam of length 6.45m has a width of 437.5 and an effective depth of 692.5. The beam is to be reinforced using 12 mm bars. The beam supports service dead loads of 31 kN/m and 39.5kN/m., respectively. the fc' is 28MPa, fy is 420MPa and Wu is 89.9kN/m. 1. what is the ultimate moment capacity of the beam? 2. what is the height of the equivalent stress block? 3. Determine the number of bars required for this beam
Refer to the figure below.The square steel tube carries 100kN of axial compressive force. Compute the compressive stress in the tube and the bearing stress between each contacting surface. Consider the weight of the concrete pier to be 1000 N.
A trailer truck crossing a 10-m span circular beam ( D = 400 mm ) has axle loads of 7 kN, 9 kN, and 16 kN separated respectively by distances of 2 m and 5 m. Calculate the maximum bending stress and transverse stress developed in the beam.( detailed solution with FBD please, thank you) τmax = ? MPa σfmax = ? MPa
a vertical cylindrical steel tank is 3m in diameter and 6m tall, the walls of the tank have thickness of 12mm. -Determine the tangential stress in the walls when the tanks is filled with water? -what is the longitudinal stress in the walls when the tanks is filled with water?
d. Secant modulus at a stress of 62 ksi.e. Tangent modulus at a stress of 65 ksi.
Determine the maximum normal stress and the maximum shear stress, making the graph of the corresponding diagrams. Also determine the diagram of tangential efforts.