a)Determine the internal axial force (in N) in section B.b)Determine the internal shear force (in N) in section B.c)Determine the internal bending moment (N-m) in section B. 1. Determine the resultant internal loadings acting on the cross section at B of thepipe shown. End A is subjected to a vertical force Pand a horizontal force Q. UseP= 85 N and Q = 65 N.0.75 mB0.5 mP1.25 m

Answered: Image /qna-images/answer/8b9e9cdc-e33d-4bc8-88e3-0abf6aa63483.jpg

Answered: 1. Determine the resultant internal…

1. Determine the resultant internal loadings acting on the cross section at B of the pipe shown. End A is subjected to a vertical force P and a horizontal force Q. Use P= 85 N and Q= 65 N.

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: A Determine the reaction forces at pin A and soller B (5 pts) 3 N/M 4m/m 4M 8m Answers must include…

Q: The homogeneous 60-kg disk supported by the rope AB rests against a rough vertical wall. Determine…

Q: (Force on plane surface) The rectangular gate CD of the figure below is 2.0 m wide and 2.0 m long.…

A: pressure act at half of h1 soj-D h12 = 45m.now →total head which create presure of sgx = x…

Q: Determine the horizontal and vertical components of the resultant force the water exerts on plate AB…

Q: Determine the shear stress (in Mpa) in the 30.97-mm-diameter pin at B that support the beam if P =…

Q: 8 A solid shaft has 100 mm diameter. It is used to transmits 120 watt power at 200 rpm (Take G = 8 x…

A: d=100mm N=200rpm P=120π To find maximum intensity of shear stress induced

Q: A shaft ABCD 70 mm in diameter is subjected to torques of 1500 N-m at B and 1100 N-m at C acting in…

Q: 2. The pipe has an outer diameter of 40 mm and an inner diameter of 37 mm. If it is tightly secured…

A: Given: A=5 B=3 C=8 AB=53Nm BC=38Nm CA=85Nm To Find: Maximum shear stress developed Angle of twist…

Q: rel cube block of 50 mm side is subjeceted to a force of 6kN(tension), 8 kN(compression) and 4…

A: Given data : Force along X axis (FX)=6 KNForce along Y axis (FY)=8 KNForce along Z axis (FZ)=4…

Q: Situation 1 - A small dam of height h = = 2.2 m is constructed of vertical wood beams of thickness t…

Q: An equilateral triangle plate of side 2.4 m placed horizontally in a liquid (sp. gr. =0.80) in such…

A: side of the triangular platea=2.4marea of the equilateral triangular plateA=34side2A=342.42A=2.06 m2

Q: Find the collapse load of the beam shown in the fig. below and draw B.M.D at collapse (Mechanism…

Q: 3. The 25-kg flowerpot is supported at A by the three cords. Determine the force acting in each…

Q: Problem (1): Determine the internal torque in shaft (3) 50 N-m 28 N-m 21 N-m 14 N-m (4) E B…

A: When the load is acting on the body or specimen there is some deformation or change in the dimension…

Q: Replace the system of forces acting on the frame as shown by a resultant R at A and a couple acting…

Q: Question 10 1 2 3 A system of three bars with similar cross-section and material supports a vertical…

Q: Using Double Integration method Find the Reaction at the Supports. Assume El is Constant along the…

Q: Find the value of shear force if maximum shear stress 4.2 N/mm2 and cross sectional area of…

A: The given question is related with solid mechanics . In this question we are provided with value of…

Q: 2.5 a. Draw free body diagram b. Determine support reactions c. Determine stress in the cables d.…

Q: 2. Ifthe coefficient offriction at contact points A and B is 0.4, determine the maximum force Pthat…

Q: Determine the magnitude of the vertical reaction force at B. Assume a = 4.3 ft, b = 8.6 ft, c= 17.2…

Q: Q2: A simply supported beam AB has a length of 3 m and carries distributed load which varies in…

A: Draw the free body diagram. Equilibrium of horizontal forces, ∑Fx=0Ax=0

Q: respectively and vertical force of P = 75kN applied at joint C. Determine internal member forces…

Q: A thin-walled square

A: It is required to determine the moment of inertia. I=B412-b412=6412-5.8412=37.14 in4 It is required…

Q: 2. Determine the horizontal and vertical components of the hydrostatic force on a quarter arc AB.…

Q: The

Q: Q.1) What is the pressure at the center of pipe B? PE20 AN so cm 10 cm PROBLEM 333 Q.2) As shown, a…

Q: P a

Q: Q 14.a. Determine elongation of conical tapered bar applied load P on circular faces.

A: It is asked to find Elongation in conical tapered bar with load P on circular faces Since load…

Q: Determine the force P needed to pull the 50-kg roller over the smooth step. Take θ = 30°.

A: Determine the force 'p' needed to pull the 50-kg roller oversmooth step θ=30°

Q: If P = 4 kN, determine the stress in the inner spring and the displacement of the plate. The inner…

Q: 1-10. A bar of variable cross section, held on the left, is subjected to three forces, P4 KN, P.-2…

A: Force is the measuring value of the response to such a load or displacement from a template or to…

Q: Determine the member force CD(kN) in the figure shown. n十"十十* 1十十 50 AN 30 AN to

A: To find :- member force CD in kN of the truss shown in the question figure.

Q: 3.68 Determine the hydrostatic force F on the triangular gate, which is hinged at the bottom edge…

Q: Analyze the frame and draw S.D and B.M? 10 kN/m B 5 m El constant 10 m

Q: Determine the magnitude of the vertical reaction force at B. Assume a = 4.3 ft, b = 8.6 ft, c = 17.2…

Q: A billboard 3m high by 4m wide is supported as shown in the figure. The totl weight of the billboard…

A: First we calculate windload and apply it as a compressive force. Then by using equilibrium equation…

Q: Part A Determine the resultant couple moment acting on the pipe assembly. Assume (Mc)1= 530 lb?ft,…

A: Given :

Q: A channel has a section of uniform thickness as shown in the figure. b = 100 mm, t = 4 mm and h= 150…

Q: 1. The rigid gate with 3m width is installed in order to control the water outflow as shown in the…

A: Given Width of gate = 3m Hinge is located 4 m below the top level

Q: 20 kN 20 kN 18 k N/ m 12 k N/ m A A В 3 m 2 m - 2 m 2 m 100 mm 400 mm 300 mm

A: Moment of inertia, I =Inertia of recangle+Inertia of triangle =b×d312R+b×h336T…

Q: 30 kN 3 m 20 kN 3 m 10 kN 3 m 3.6 m 5 m

Q: The three forces shown are equivalent to a 50-kN upward force at A and a 200-kN.m counterclockwise…

Q: Determine the bending stress (in Pa) at the top of the beam at point C for the beam shown below if P…

A: To Determine The bending stress (in Pa) at the top of the beam at point C for the beam shown

Q: 1. The rigid gate with 3m width is installed in order to control the water outflow as shown in the…

Q: 1. Determine the resultant internal loadings acting on the cross section at Bof the pipe shown. End…

Q: From the figure shown, 10' kN H 3 m 20 kN 5 m 3 m 5 m В a. Determine the axial force of girder GH.…

A: Portal method will be used for this given question. Assumptions in portal method :- A) point of…

Q: 2 kip/ft 6 in 10 in B 40 kip 16 in D. 16 in 5 ft 5 ft- 10 ft The simply-supported beam-column above…

A: Given:- A simply supported beam is given with a uniform load and an axial load The magnitude of the…

Q: Solve for BC, CH, and FH. 3KN 2KH 2.5m 2.5 m 1 2.5m

A: The given figure is shown below:

Q: 27 kN 4 m 49 kN D E F 5 m H. K 6 m 4 m 8 m Determine the following: A Shear force for column DH. (

Question

a)Determine the internal axial force (in N) in section B.
b)Determine the internal shear force (in N) in section B.
c)Determine the internal bending moment (N-m) in section B.

1. Determine the resultant internal loadings acting on the cross section at B of the
pipe shown. End A is subjected to a vertical force Pand a horizontal force Q. Use
P= 85 N and Q = 65 N.
0.75 m
B
0.5 m
P
1.25 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

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Similar questions

An equilateral triangle plate of side 2.4 m placed horizontally in a liquid (sp. gr. =0.80) in such a way that the center of the plate is 2.5 m below the free surface of water. a. Determine the area (in sq.meters) of the plate b. Determine the magnitude of the resultant force on the plate.
An equilateral triangular plate of side 2.4m placed horizontally in a liquid (sp. gr. 0.80) in such a way that the center of the plate is 2.5m below the free surface of water. (a) Determine the area (in sq. meters) of the plate. (b) Determine the magnitude (in kN) of the resultant force on the plate.
Determine support reaction. Given a=5 m b=10 m P=30 KN
A billboard 3m high by 4m wide is supported as shown in the figure. The totl weight of the billboard is 30 kN. H = 1.5 m and tetha= 60 degrees. Wimd pressure, q= 1.6 kpa Wind pressure coefficient = 1.0. Determine the reactions at the support.
Compute the value of EIy at 2.5 m from the left support.
In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=30° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm² and A=50 cm² will be taken for all bars.)
Please determine: a.)the head loss for the bend b.) the magnitudes and directions of the forces anchoring the pipe bend in place, Rx and Ry
Determine the horizontal and vertical components of the resultant force the water exerts on plate AB and on plate BC. The width of each plate is 1.5 m.
3.) For the given couple-force system shown, determine the horizontal component of Q. P= 335 KN Q= 44 KN R=74 KN-m Z=263 KN
From the beam shown. Let P = 30 kN, Q = 2 kN/m, L =6m. Determine the following;a. Reaction at A.b. Constant C1.c. Slope at L/3.d. Deflection at L/3.
The cylinder weighs 10 lb and is held in equilibrium by the belt and wall. If slipping does not occur at the wall, determine the minimum vertical force P which must be applied to the belt for equilibrium. The coefficient of staticfriction between the belt and the cylinder is μs = 0.25.
Questions b and c. The pressure from part a is 0.86832 Mpa