a)Find the moment of force F about point O and express it in CVN.Mo:(k} N.mYour last answer was interpreted as follows:b) Find the y coordinate of point A (ie, ya) so that the magnitude of the moment of force F about segment OA is Mos =14 N.mc) The force vector P=41 N is perpendicular to the plane formed by points OBCO (ahaded area in the figure). Find the moment of this forceabout point O. Assume ya =0.2122Mo:(k} N.m A rigid pipe OABC is subject to a force F = 60i + 75j - 30k (N) applied at point C and force P applied at point B.Assume a =0.4426 mBa0.1 m

Answered: Image /qna-images/answer/8fd36c08-ae2b-4cbc-b38a-c654e92ea509.jpg

Answered: A rigid pipe OABC is subject to a force…

A rigid pipe OABC is subject to a force F = 60i + 75j - 30k (N) applied at point C and force P applied at point B. Assume a =0.4426 m B a 0.1 m YA

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: Problem #4: The aluminum shaft consists of two segments AB and BC (G = 27 GPa). Shaft AB is a solid…

A: Given data For portion AB LAB = 1.15 m = 1150 mm D = 60 mm For portion BC LBC = 0.75m = 750 mm…

Q: The crate has a weight W=200N and the coefficient of static friction at the surface is µ=0.38. A…

Q: 4) A simply supported beam supports the uniformly distributed load of intensity Wo. Determine the…

A: Let Ra and Rd be the reactions at A and D Supports Considering equations of equilibrium, Ra + Rd =…

Q: Question 3 Part a: For the section shown, determine the: • Maximum elastic Moment M Fully plastic…

A: Given Dataσy=250 MN/m2E=200 GN/m2We are supposed to calculate the following parameters.Maximum…

Q: Solve the problem with complete solution in landscape orientation by placing it in a short coupon…

A: To find magnitude of friction force acting on each block

Q: A hollow titanium [G = 35 GPa] shaft has an outside diameter of D = 53 mm and a wall thickness of t…

A: Given data: Outside diameter, do=53 mm Thickness of wall, t=1.58 mm Maximum shear stress, τmax=153…

Q: The continuous beam and post system shown below supports a 10 kip vertical load and a 5 kip…

A: The moment and shear force will act at point B. Moment and shear will be caused due to force of 5…

Q: PROBLEMS 237. The lower ends of the three bars in the figure are at the same level before the rigid…

Q: 4) A simply supported beam supports the uniformly distributed load of intensity Wo. Determine the…

A: Given ;

Q: A 2000-kg homogeneous bar AB is suspended from two cables AC and BD, each with a cross-sectional…

A: Determine the location x of the largest additional force P which can be applied to the bar.

Q: The concrete post is reinforced axially with four symmetrically placed steel bars, each of…

A: We have to find stress in each material when the 1000 KN axial load is applied. The modulli of…

Q: (CLO 1, 2)Determine the stress in the Aluminum rod (Psi) after the load 142 (kips) is applied. The…

A: Given Data: The load applied on the beam is, P=142 kips To Determine: The stress in the aluminum…

Q: A cantilever beam with a ‘T’ shaped cross-section is loaded with a distributed load as shown below.…

A: GIven,A cantilever beam with a ‘T’ shaped cross-section is given in the Question Here,The intensity…

Q: T'he pin is made of a material having a failure shear stress of Tail = 100 MPa. Determine the…

Q: The copper pipe has an outer diameter of 50mm and an inner diameter of 30mm. If it is fixed at A and…

Q: The steel beam has the cross section shown. The beam length is L = 4.2 m, and the cross-sectional…

Q: 2. The steel rod is stress-free before the axial loads P1 150 kN and P2 %3D %3D 90 kN are applied to…

Concept explainers

Calculation of Settlement

The vertical displacement of the structural foundation due to the loading from the superstructure is known as settlement. It is due to the reduction of air voids present in the soil. The amount of vertical displacement depends on the bearing capacity of the soil on which the foundation is laid. The effect of the settlement depends on the magnitude of settlement, uniformity, and the structural design of the structure. The maximum allowable settlement for residential and office buildings should be less than 18 mm, for industrial buildings, it is 38 mm and for commercial buildings, it is 25 mm.

Question

a)
Find the moment of force F about point O and express it in CVN.
Mo:(
k} N.m
Your last answer was interpreted as follows:
b) Find the y coordinate of point A (ie, ya) so that the magnitude of the moment of force F about segment OA is Mos =14 N.m
c) The force vector P=41 N is perpendicular to the plane formed by points OBCO (ahaded area in the figure). Find the moment of this force
about point O. Assume ya =0.2122
Mo:(
k} N.m

A rigid pipe OABC is subject to a force F = 60i + 75j - 30k (N) applied at point C and force P applied at point B.
Assume a =0.4426 m
B
a
0.1 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

Initial information

VIEW

Find postion vector and then do the cross product

VIEW

For part b, Find unit vector along the line and find component of moment along the line

VIEW

For part c , first find unit vector perpendicular to the plane

VIEW

Find force vector then Do the cross product

VIEW

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

how to get equations underlined in red?
1. *A propped cantilever has a 2m overhang. The beam has a load of 2W applied half way between the fixed support and the roller support and a load of W applied at the free end. What is the minimum value of W that will cause the beam to collapse? The beam has the cross-section shown below. The yield stress is 300 MPa. 75 mm 15 mm 300 mm 2W C D 15 mm 250 mm 15 mm, 2m B + 2m 2m
What is the total length of the median line? *(with solution) a. 0.313m b. 0.314m c. 0.315m d. 0.316m
A line is recorded as 472.90 m long. It is measured with 0.65 kg tape which is 30.005 m long at 20 degrees Celsius under a 50 N pull supported at both During measurement, the temperature is 5 degrees Celsius and the tape is suspended under a 75 N pull. The line is measured on 3% grade, E = 200 GPa, cross-sectional area of tape is 3 mm2 and the coefficient of linear expansion is 0.0000116 m per degree Celsius. Compute the actual length of tape during measurement Compute the total error to be corrected for the inclined distance What is the true horizontal distance?
A wooden beam carries the loading shown. Determine the smallest allowable width b of the beam if the working stress in bending is 10 MPa. 2 kN/m 5 kN yox 200 mm B 1.0 m 2m 1.0 m C
1. A cylindrical steel container 8m high and 3m in diameter is reinforced with two hoops a meter from each end. If the contained liquid is gasoline (0.87), determine the: a) normal force acting on the wall of the tank b) with an allowable stress of 0.12 GPa, compute the thickness of the steel required. Dear expert, I have answer to the total hydrostatic force which is F=819.3312. I also have answer to the tension of hoop at the bottom (T=295.869) and the top (T=113.769). But no one has helped me find the normal force and thickness of steel required. Please help me, thank you.
Properties: • b1 = 300 mm b2 = 180 mm . • d1= 250 mm • d2 = 350 mm • fc = 28 MPa B fy=414 MPa W eccentricity = 500 mm 155 55 6-20mmø d₂ 120 55 b₁ 4-28mmø Determine the following: 1. Location of the plastic centroid measured from the y-axis in mm 2. Depth of the compression block in mm 3. Nominal Axial in KN 4. Moment Capacity in kN-m b2
Adosed cylindrical tank containinga pressurized fluid has an inside diameter of 472 mm and a wall thickness of 10 mm. The tank is pressurized to 240 MPa. Determine the absolute maximum shear stress on the inner surface of the cylinder wall. 40.2 MPa O 295 MPa 35.0 MPa O 272 MPa O 20.9 MPa
The 9-lb block has a velocity of 6.72 ft/s when the force of F = (257.6t²) Ib-ft/sec2 is applied. Determine the velocity of the block whent = 2.40 s. The coefficient of kinetic friction at the surface is µ = 0.31. Answer is in %D ft/sec F = (257.6t) Ib-ft/sec2
2- The reinforced concrete beam shown below is subjected to a bending moment of M=50 kip.ft. Determine the normal stress in each of the steel reinforcing rods and the maximum normal stress in the concrete. Take Est=29,000 ksi and Econc-3,600 ksi. (see above for the value of "h"). (4 points) h = 15 in > 50 kip.ft 12 in. 0.75-in diameter bars 2 in.
2. Axilly loaded bar, fixed-fixed on both ends An axial load P=200×10³ N is applied on a bar as shown. Using the penalty approach for handling boundary conditions, determine nodal displacements, stress in each material and reaction forces. 1 200 -- P 2 300 200 w 1-A, -2400 mm; E, -70 x 10' N/m² 2-A₂-600 mm2; E₂ -200 x 10' N/m²
Design of Beam in Flexure Use Working Stress Method Fc=10 MPa Fs=120 MPa n=12 Bar Diameter = 20 mm Take b=d/2