Find the ultimate bearing capacity by hansens equation H= 450 kN1.5O kNVal =1350 kNH = 0 kN0.75 my =16.4 kN/mO - 25°, c - 35 kPaGs = 2.65, e = 0.71GWT1.25 mL= 3 m

It has been asked to determine ultimate bearing capacity for above fig using hansen eq.

Answered: I"- 450 kN 1.5 O kN Val-1350 kN 0 kN…

Engineering

Civil Engineering

I"- 450 kN 1.5 O kN Val-1350 kN 0 kN 0.75 m y =16.4 kN/m • -25", e - 35 kPa Gs - 2.65, e - 0.71 GWT 1.25 m L-3 m

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: 1. The assembly consists of three disks A, B and C that are used to support the load of 140 kN. If…

Q: A solid steel shaft supports loads PA=490 N and PD = 400 N, as shown. Assume L₁ = 180 mm, L₂ = 620…

Q: 1- You are given the data shown on the sketech of a load test. Find the ultimate bearing capacity by…

Q: 2/ Analyze the truss shown below by consistent deformation method, EA=1*10³ kN 20kN 2m 40kN 20KN D H…

Q: W1 b. C 1.75 m d 5.00 m W4 kN/m W2 5 kN/m P 15 kN 1.25 m b 2.00 m Given: a

Q: CLO 1: Use G-11.6 x 10 ksi for the circular shafts. Determine the maximum torsional shear stress at…

A: To determine the maximum shear stress at shaft AB of the given assembly. Given, Shear Modulus of…

Q: Three loads are applied to the short rectangular post shown. The cross-sectional dimensions of the…

A: Given data: F1 =104 KN F2 =193 KN F3 = 61 KN

Q: A simply supported beam carrying floor joist shown in Figure 3.1 is made 80% stress grade guijo.…

Q: Determine the strain energy by considering effect of the normal stresses. E=200GPa 80 kN 80 kN W310…

A: Normal stress = PA=80+800.310x0.074=6975 kn/m2 Strain = σE=6975200=35 Strain energy =…

Q: Discuss Terzaghi’s Bearing Capacity Formulas

Q: A rectangular bar is connected to a support bracket with a circular pin, as shown in the figure. The…

Q: Provide all necessary solutions. Do not round off unless it is the final answer. The distributed…

Q: : The lap joint shown is fastened by 6 − 20?? diameter rivets. Assuming that ? = 200??, determine…

A: Given:- 6-20mm diameter rivets P=200kN t=25mm width=100mm To find:- (a) the shearing stress in each…

Q: simply supported beam 4 m long is carrying a variable load of w = 0 KN/m at the left support and w =…

Q: Current Attempt in Progress A simple pin-connected truss is loaded and supported as shown. The truss…

Q: Determine the normal stress (in psi) at point D for the b=3.1-in. by h= 7-in. wooden beam shown…

Q: Hw . the Cross- Sectiomal dimensions of a beam are Shown below. If the makimunm allowable berehing…

Q: A rectangular block is subjected to two perpendicular stresses of 10 MPa tension and 10 MPa…

Q: 3. The rigid bar ABC is supported by a pin at A and a steel rod at B. Determine the largest vertical…

Q: What is the plastic collapse load P of th continuous beam?

A: Given: A continuous beam and plastic moment capacity Mp = 150 kNm Required: To calculate plastic…

Q: b = 331 E = 186 KN.m. M = 6.5 KN.m. 420mm 1. Calculate the maximum tensile and compressive strength.…

Q: 7. The solid steel shaft carries the torque T₁ = 750 N-m and T₂ = 1200 N-m. Using L₁ = L₂ = 2.6 m…

Q: A plate is fastened to a fixed member by four 20-mm diameter rivets arranged as shown. Compute the…

Q: 10 KN 20 KN / m 5 KN / m A B SIMPLE STRESSES 5 KN / m 50 KN-m 5 KN / m F 3. Points C and D of the…

A: Wood is both a typical and an authentic decision as a structure material. However, in the beyond…

Q: Determine the required diameter (in inches) of rod ACif the allowable normal stress is 28.81 ksi and…

Q: Solve the truss shown in figure 02 below for member forces using any method of your choice.

A: to find - forces in members

Q: 2. Find the maximum tensile stress in the section of the beam and find the orientation of the…

A: This question is related to the Design Steel structures.

Q: 9. The rigid bar ABC is supported by a pin at A L=4 ft and a steel rod at B. A = 0.5 in.2 E= 29 x106…

Q: 30 сm ) For the given section find the foloowing : 5 cm The ultimate maximum moment . 20 34 50 34…

A: The ultimate moment capacity is generally the moment acting on the beam and also it's capacity. The…

Q: A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the…

A: Determine the shear strain y at corner Q' after deformation.

Q: 1- You are given the data shown on the sketech of a load test. Find the ultimate bearing capacity by…

A: Meyerhof and Hansen method are used to find bearing capacity of foundation where load can be axial,…

Q: 300 p=10KN a=5m b=3m E=200 gpa I= 70*10^6 mm^4 Find deflection at midpont, max deflection slope…

A: Solution;

Q: 2. Two angle bars B and C are riveted to bracket A. Knowing that both angle bars are in compression…

A: Given:- The magnitude of the compression force in angle bar B = 25 kN The magnitude of the…

Q: The lap joint is fastened with four 30-mm-diameter rivets. The working stresses are 97 MPa for the…

A: This question has been taken from steel structures and the explanation is given below:

Q: Determine the force in the barsAB, BE and DE, use the method of sections, draw and the solution must…

A: Solution:

Q: The constant wal thicknes of atue wit he elipial cross section shown is 0.12 in. What torque will…

Q: 2. Points C and D of the beam system shown in the figure is 500mm x 600 mm wooden column. What is…

A: Given size of wooden column = 500 mm * 600mm All other details are given in figure

Question

Find the ultimate bearing capacity by hansens equation

H= 450 kN
1.5
O kN
Val =1350 kN
H = 0 kN
0.75 m
y =16.4 kN/m
O - 25°, c - 35 kPa
Gs = 2.65, e = 0.71
GWT
1.25 m
L= 3 m

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

Given data

VIEW

Solution and explanation

VIEW

Step by step

Solved in 2 steps with 2 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 channel-section has the dimensions as shown. Consider a cantilevered beam subjected to an end force P. L = 100 cm a) iif cross-section las is used, determine its normal stress distribution. (a) (b) b) if you stack two las sections as a box, but leave a gap between them, two sections carry = loadings with the same distribution pattern. Try express the results. (C) 2ª L 2CM дом E 2ch weld
For the below wooden beam, under the given loading and dimensions: ŢŢ 50 kN C 4m w = 10 kN/m B 150 mmm Calculate ans sketch the shear stress distribution of the section at the support 360 mmm
no. 3 please with explanation
The beam supports the triangular distributed load shown below with Wmax=770 lb/ft. The reactions at A and B are vertical. 6 ft BI D 6 ft C 6 ft W B E 4.5 ft 4.5 ft
If the 2-in.-diameter shaft is made from cast iron having tensile and compressive ultimate stress of 1sult2t = 50 ksi and 1sult2c = 75 ksi, respectively, determine if the shaft fails according to Mohr’s failure criterion.
You are given the data shown on the sketch of a load test (see Figure below ): HL,ult = 382 kN , Vult = 1060 kN , it is Required. a. Find the ultimate bearing capacity by the Hansen method. b. Find the ultimate bearing capacity by the Vesic method. H = 0 382 kN Vul = 1060 kN ult H = 382 kN 7. 0.5 m L = 2 m Y' = 9.43 kN/m' (dense sand) P = 43° c =0 B = 0.5 m
The pin support A and roller support B of the bridge truss are supported on the concrete abutments. If the square bearing plates at C and D are 20 inches x 20 inches, and the bearing failure for concrete is (?????)? =3.8 ???, determine the factor of safety against bearing failure for the concrete under each plate.
1.) A STEEL WIRE 30 ft LONG HANGING VERTICALLY SUPPORTS A LOAD OF 500 lb. 30 ft NEGLECTING THE WEIGHT OF THE WIRE, DTERMINE THE REQURIED 500 Ib DIAMATER IF THE STRESS IS NOT TO EXCEED 20 ksi AND THE TOTAL ELONGATION IS NOT TO EXCEED 0.20 in. ASSUME E = 29 x 106 psi.
Determine the required diameter (in inches) of rod ACif the allowable normal stress is 26.6 ksi and P = 11.32 kips. Round off the final answer to four decimal places.
Please answer with explanation. I will really upvote
The masonry pier is subjected to the F = 780 kN load. Consider x = 0.25 mm and y = 0.5 mm. Neglect the weight of the pier. Part A Determine the normal stress at corner A. Express your answer with the appropriate units. Part B Determine the normal stress at corner B. Express your answer with the appropriate units. Part C Determine the normal stress at corner C. Express your answer with the appropriate units.
Really need please. New solution if possible.