Answered: Q5) If the applied shear force V 90 kN,…

Q5) If the applied shear force V 90 kN, Plot the intensity of the shear-stress distribution acting over the cross-sectional area in the member shown in Figure (5). %3! 75 mm 25 mm 75 mfn 25 mm

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

See similar textbooks

Related questions

Q: Q.3 The overhanging beam and its cross section is shown in figure below; a) Calculate maximum…

A: Draw the free-body diagram of the beam. Write the equilibrium equation for the sum of the moment…

Q: The space between two parallel horizontal plates is kept 5 mm apart. This is filled with crude oil…

A: Given data- space between plates dy=5 mm=5×10-3 mdynamic viscosity μ=2.5 kg-s/m2velocity v=1.75…

Q: 9. 50, 100, and 150 kN point loads are applied at Points A, B, and C, respectively, on the ground…

Q: A groove is machined into the circumference of a steel shaft held in cantilever and supportin bevel…

Q: The velocity distribution for flow over a plate is given by u = 2y - y? %3D in which u is the…

A: To find :- shear stress at boundary of plate @ y=0 and at y = 0.2 m from boundary. Given, u = 2y-y^2…

Q: Ex3: 50, 100, and 150 kN point loads are applied at Points A, B, and C, respectively, on the ground…

Q: soru 1 c) Draw the normal stress distribution that will occur in b)) Draw the shear stress…

A: In any structural member, when forces act, they developed the stresses in that member. The stresses…

Q: Question 3 A cantilever beam of rectangular cross-section 25 mm wide by 80 mm deep carries a point…

Q: A large uniform plate containing a rivet hole is subjected to uniform uniaxial tension of 50MPa.…

A: Answer We are given Uniform uniaxial tension force = 50 Mpa diameter of rivet hole = 2 cm Width of…

Q: 1.6 The space between two parallel plates kept 3 mm apart is filled with an oil of dynamic viscosity…

Q: 9.30 A laminar boundary layer velocity profile is approximated by the two straight-line segments…

Q: Find the shear flow distribution in the rectangular thin-walled section shown. Hence, find the…

A: using basic shear flow expression…

Q: An elevated structure is supported on a tripod. The legs are spaced 4 m apart and form the apexes…

A: The given values are:

Q: Situation 4: A vertical cylindrical steel tank 3m in diameter and 6 m high has a wall thickness of…

A: Circumferential stress is hoop stress

Q: Calculate the average normal stress and the average shear stress on a plane passing horizontally…

Q: a) Major Principal stress= b) Minor Principal stress = c) Normal stress=, plane. and shear stress =…

Q: Determine the average normal stress and average shear stress at point C in the beam. The…

Q: 10-16. A 1 m cube within a mass of stressed soil has a stress of 100 kPa on its top and bottom…

A: since the given question is having multi sub parts therefore as per guidelines only 1-3 subparts…

Q: 3. 20 Mpa 25 40MPA Determine the normal stress perpendicular to the plane shown and the shearlstress…

Q: Determine the magnitude of the maximum vertical force P (in kN) that can be applied to the bell…

A: Draw free body diagram Consider the moment equilibrium about point B…

Q: A 24-mm-diameter solid shaft is subjected to an axial force of P = 4700 N, a horizontal shear force…

Q: 5 kN 2 kN 15 kN/m 50 mm P. E A 150 mm 3 m 1 m 3 m 1 m 150 mm

A: Free body diagram - RA + RE = 15×3 + 5 + 2⇒RA + RE = 52 KN .........1 Taking the sum of…

Q: Problem 2 For the cross-section shown below, Mz = 150 kN.m and My = 250 kN.m. Determine the maximum…

Q: The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on…

Q: Problem 2 Two 10-kN forces are applied to a 20 x 60-mm rectangular bar as shown. Determine the…

A: We have to determine the value of the stress at point A when (a) b=0, (b) b 10 mm, (c) b=25 mm asper…

Q: 4. The normal stress on plane pq of a prismatic bar in tension (see figure) is found to be 7500 psi.…

Q: For the given state of stress, determine the normal and shearing stresses exerted on the oblique…

A: Given data in question Normal stress Shear stress Angle To find out Normal and shear stress on…

Q: a. By equation Method, Draw shear force and bending moment diagrams. b. Draw bending stress…

Q: A moment is exerted on the profile given in the figure to make an angle B with the vertical.…

A: given diagram Mz=13 cos 80mz=2.25KN-mMy=13sin80My=12.8KN-mmoment of inertia about…

Q: 8.13 (C). At a point in a material a resultant stress of value 14 MN/m² is acting in a direction…

Q: Three principal stresses of 250, 100 and -150 MN/m? act in a direction X, Y and Z respectively.…

Q: c) Determine the maximum shearing stress. Also plot the shear stress distribution along the depth of…

A: Given beam loading and cross section of beam and we have to determine the maximum shear stress and…

Q: Q.5 The velocity distribution for flow over a plate is given by U=2y-y² in which u is the velocity…

A: given- velocity distribution-u=2y-y2distance=0.2 mdynamic viscosity=0.9 Ns/m2

Q: he stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on…

Q: Dry sand 6m Ydry = 16.5 kN/m³ B Groundwater table Saturated sand Ysat = 19.25 kN/m 13m Dry sand…

Q: For the beam in figure: 1. Compute the maximum shearing stress devloped in the beam. 2. Determine…

Q: The shown section transmits a positive moment about z-axis M, = 50 N.m, a positive moment about…

Q: 1 A point load of 2000 KN is acting at the surface of a thick clay stratum. Compute the vertical…

A: Solution From boussinesq's equation, σz = IbQz2 Ib = 32π1+rz252 Substituting, z= 1m to 10 m and r=…

Q: intensity of the shear-stress distribution s-sectional area, and compute the res veloped in the…

Q: Q4: A line load of 100 kN/m run extends to a long distance. Determine the intensity of vertical…

A: Given: The vertical line load is P=100 kN/m. The perpendicular distance from the line is xf=2 m. The…

Q: Plot the distribution of total stress, effective stress, and pore- water pressure with depth for the…

A: Following is the given soil profile: Given: For soil up to the depth of 4.5 m (A-B): Void ratio,…

Q: A beam is loaded by a distributed force as shown in Figure 1. By drawing the shear diagram for the…

A: Longitudinal cross-section: Cross-section of beam:

Q: A newtonian fluid flows down an infinitely long cyalindrical tube (as shown in the figure below).…

A: Solution;

Q: If the 60 mm diameter shaft is subjected to an axial force of 10 kN, determine the average shear…

Q: Н.W 1. Calculate the angle of twist (0) for the bar using G = 85 x 10 N/mm? OG 100 mm 15 kN. m 2. If…

Q: A compound shaft consists of two pipe segments. Segment (1) has an outside diameter of 226 mm and a…

Q: King Arthur tries to remove a cylindrical hollow metal rod attached to a wall at one end by rotating…

Q: The channel section shown in Figure P9.65 is subjected to a vertical shear force of V = 7 kips.…

Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

05) If the applicd shear force V = 90 kN, Plot the
intensity of the shear-stress distribution acting over the
cross-sectional area in the member shown in Figure (5).
%3D
75 mm
25 mm
75 min 25 mm
Figure (5)
25 mm

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

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 steps with 5 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

In Figure 2, the system under the torsional effect;Draw the torsional moment diagram.Determine the torsional angle CA (rotation angle) that will occur at point C.Determine the maximum shear stress that will occur in the system.(G=80 000 MPa)M1(Nm) 9000 M2(Nm)2000 D1(mm) 90 D2(mm) 60 D3(mm) 50 D4(mm) 30
On the figure below and given P1=17, and W=10, write the equation for shear that you need to estimate the shear's magnitude at D. Estimate the shear at D and place the magnitude kips as the answer. Do not forget to place - for negative shear. Handwritten answers only pls. Thanks.
If a twisting moment of 1100 N-m is impressed upon a 4.4 cm ø shaft;1. What is the maximum shearing stress (in MPa) developed? 2. What is the angle of twist (in rad) in a 150 cm length of the shaft?Gsteel = 85 GPa.
a. Calculate the moment of inertia (I) of the given cross–section b. Calculate the first moment of area (Q) at certain depth by using 25 mm increments. c. Calculate and draw the horizontal shear stress distribution of the beam at 0.2 m from the left support
H1. A rectangular beam of 100mm wide and 150mm deep is subjected to Shear force of 30KN, Determine ratio of Maximum shear stress to Average shear stress. Derive the equation which is used to find out the shear stress.
The T-shaped beam shown above is supporting a concentrated load P at its free end. The beam has an allowable bending stress of ?????? = 250 MPa and an allowable shear stress of ?????? = 100 MPa. a) Determine the distance to the neutral axis (?̅), second moment of area (?), and the section modulus (?) of the cross-section.b) Draw the shear force diagram (SFD) and bending moment diagram (BMD) of the beam. On your diagrams, express the values of shear and moment in terms of the applied load P.c) Determine the maximum value of P such that bending failure will not occur.d) Determine the maximum value of P such that shear failure will not occur.e) Based on your answers to (c) and (d), what is the maximum load P that can be applied to the beam? Is this beam bending or shear governed?
A moment is exerted on the profile given in the figure to make an angle B with the vertical. Calculate the stress at point B. Given a = 90 mm, b = 60 mm, c = 110 mm, d = 130 mm, Beta = 80 degrees, M = 13 kNm,
Consider a 150-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 70 kN-m and 76 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 155 mm, b2 = 30 mm, b3 = 265 mm, d1 = 65 mm, d2 = 220 mm, d3 = 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.
Shear force acting on section H in the figure Shear stress y when T = 50 kN acts Draw the distribution of zy.
Find the length that a solid steel shaft of diameter d = 13 mm must have for its ends to rotate 90º with respect to each other. An allowable shear stress of Sy ’= 713.8 kg / cm2, and G = 8.1573x10 ^ 5 kg / cm2 must not be exceeded
T (Shear force) and M (Bending) for the system whose loading condition is given in Figure 1.Draw the moment diagrams. Calculate the deflection (vertical displacement) at point B in mm using Castigliano's Theorem. The beam bending stiffness (EI) is constant along the bar and its value is 50 000 kNm2. q=1,4(kN/m) a=8(m) El=50000(kNm2)
On the recessed, rectangular cross-sectional beam, the forces F1 = 50 kN, F2 = 100 kN, F3 = 70 kN are applied. If Young's modulus and shear modulus are 120 GPa and 44.5 GPa respectively, find the strain that the strain gauge that forms an angle theta = 30 ° with the x-axis should record. Consider that L1 = 60 cm, L2 = 120 cm, h = 5 cm, b = 10 cm