Answered: In figure shown, determine the angle of…

In figure shown, determine the angle of tilt 8 so that the contact force at A will be twice that at B for the smooth cylinder. а. 14.48° c. 22.12° b. 19.48° d. 27.12° B 40° 450

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: Two points A & B are 3850 m. and 4714. 05 m from a third point C, from which the measured vertical a...

Q: 10 kN/m Β 6 m - 6 m - -

Q: In order to determine the moist density of the soil, a portion of soil weighing 224g is put in a 500...

Q: a cantilever beam is 280mm by 500 mmand is reinforced with 4-20mm diameter bars. determine if the 2....

A: The values given in the question are as follows Width of beam(b)=280 mm Depth of beam(D)=500 mm area...

Q: 200 mm If the beam is subjected to a bending moment of M=50KN, determine the maximum bending stress ...

A: Using formula to find bending stress

Q: 21.21 An 11-m beam is subjected to a load, and the shear force follows the equation V(x) = 5 + 0.25x...

A: The given shear force is as follows: Vx=5+0.25x2M=Mo+∫0xVdx

Q: (x² h: y= x +3x – 4)(x² –9) | | ( x² +x-12)(x+ 3)

A: Y(x) is given. X is independent variable and y is dependent variable. Check the continuity of functi...

Q: Draw the shear and moment diagram using the function of x and area method. 8 kN/m A B 3 m - 3 m-

Q: A pipeline (diameter U. from point P to point R (see figure). The piezometric heads at P and R are t...

Q: AW310 x 79 shape section is used as a column having a height of 9 meters. The lower end is fixed and...

A: rx = Radius of gyration about x axis = 133 mmry = Radius of gyration about y axis = 63 mm

Q: Find the normal stress of members CB and BF of the truss shown. Cross sectional area of the members ...

A: Find the normal stress of members CB and BF of the truss shown.

Q: Which of the following are not sources of errors? O a. Personal O b. Environmental O c. Simulation O...

A: simulation error is not the sources of errors

Q: 7. Determine the effective slenderness ratio 8. Determine the allowable compressive stress 9. Determ...

A: The values and diagram given in the question are as follows Length of the column(L)=10 m Yield stren...

Q: Assume a concrete cover of 40 mm, 10mm stirrups and clear distance between layers of 25mm.

Q: A 8 m thick clay layer with single drainage settles by 120 mm in 2 years. The coefficient of consoli...

A: This question is related to the Consolidation from Geotechnical Engineering.

Q: A rubber bolt is inflated to apressure of 65kPa. At that pressure, te diameter of the ball is 240mm ...

A: This question is related to Solid Mechanics. In this question we calculate Maximum stress in Speheri...

Q: The following depth-area data is available for Lake Youngs in the State of Washington: Depth (m) 14 ...

Q: What is the maximum shearing stress of the beam having a thin-walled tubular (circular) section?

Q: Give valid reasons to study civil engineering

A: Study of civil engineering and its importance. Various fields of civil engineering

Q: 2. An open cylindrical vessel has a diameter of 20 feet and a sidewall height of 8 feet. The dry wei...

Q: Objective: To identify the soil classification of the given data gathered in sieve analysis of a soi...

A: Graph

Q: The

Q: Explain the different methods in measuring precipitation over a catchment area. Describe their advan...

A: Method of measuring rainfall Thiessen polygon method Arithmetic method Isohyetal method

Q: For the plane frame with overhang as shown in the figure below. Determine A Degree of static indeter...

Q: A rectangular beam has a width of 250 mm and an effective depth of 400 mm. The beam is reinforced at...

Q: A sample of soil is 5cm height and 7cm in diameter. Itwas tested in a constant permeameter. Water pe...

Q: The lap joint shown in Fig. P-126 is fastened by four 34-in.- diameter rivets. Calculate the maximum...

A: A lap joint is given, we need to find out maximum safe load P

Q: PROBLEM 7: A tanker carries 190000 barrels of motor gasoline in its hold. 3 points Determine the wei...

A: Using the definition of specific gravity calculate the unit weight of oil.

Q: compute the strenght of figure factor From the conditions given are that all stations are occupied a...

Q: The cross section of a beam is in the form of an isosceles triangle of altitude h and base b. If V i...

A: Given- An isosceles triangle of altitude h and base b. Vertical shear=V

Q: 1. A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for tens...

Q: A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for tension...

Q: 6. A mechanic uses a screwdriver with a handle diameter of 1.5" to install a X-20 UNC bolt into a me...

Q: -Oil SG 0.79 P = 260 kPa gage Gasoline SG = 0.70 Pipe Air- 45 cm 50 cm 22 cm 10 cm Water Mercury SG ...

Q: Discuss in detail about the polymer concrete with figures.(only hand written will be accepted)

Q: Analyse the box-frame by moment distribution method. Plot bending moment diagram. 6 m DI 1.5 m P = 2...

Q: The magnitude of fixed end moment developed at support A is kNm. 12 kN/m A B 12 m·

A: Give arrangement, to find magnitude of fixed end moment developed at support A

Q: A jet of water issues out from a fire hydrant nozzle fitted at a height of 3 m from the ground at an...

A: GIVEN: A jet of water issues out from a fire hydrant nozzle fitted at a height of 3 m from the groun...

Q: A falling head permeability test was carried out on a 15 cm long sample of silty clay. The diameter ...

A: Hello dear this is the solution of your problem The answer is found to be Height after 22minutes in ...

Q: For the layered soil shown in the figure, H1 = 5 m, H2 = 5 m, and H3 = 20 m. The soil densities are ...

Q: Plot the closed compass traverse tabulated below. Use convenient scale.

Q: A pipeline (diameter 0.3 m, length 3 km) carries water from point P to point R (see figure). The pie...

Q: Situation 1: Refer to figure given: Section of diagonal members 2 angles 75mmx75mm x 6mm, area = 185...

Q: Based on the provided differential-type manometer, calculate the difference in the pressure between ...

Q: A pipeline (diameter 0.3 m, length 3 km) carries water from point P to point R (see figure). The pie...

Q: 1.00- $.25 1.00 1.50 50 50-te 25 .75 D.50 1.00 1.00 1.00 50 25 -,75- 1.00 1.00 3.00 -- 200

Q: What is the value of strain energy stored in the given truss? (AE = 300 MN for xy, AE = 250 MN for z...

Q: A reinforced concrete beam has a width of 300 mm and a total depth of 650 mm. It is subjecte an exte...

Q: Oil Air Water h3 h2 Mercury

Q: PECTANGULAK CPOOS -SEUTION lo EH 3KN-M •NA 120mm

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

In figure shown, determine the angle of tilt 8 so that the contact
force at A will be twice that at B for the smooth cylinder.
a. 14.48°
с. 22.12°
b. 19.48°
d. 27.12°
40°
45°

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

FBD of cylinder

VIEW

calculation

VIEW

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

Use the method of virtual work and determine the displacement at C of the steel beam. E = 200 GPa, I = 70(10) mm. %3D 2 kN/m 92 -10 m- -5m-
7. The Bearing line AB is N 55o44’ E and the bearing of the next line BC is N 25o 12’ W. Compute the deflection at point B
F9-21. Determine the slope and displacement at point C. El is constant. Use the principle of virtual work. 12 kN A 2 m C F9-21/9-22 2 m B
(a) Draw qualitatively the deflection curve based on the bending moment diagram. (b) Determine the deflections at B and D. (c) Locate the point of maximum deflection in AC and compute its magnitude. (E = 200GPa, I = 107mm*) 25kN 2m B 21 4m 3kN/m I 3m D Determine the deflections at B and D, and the slope at A of the above question by the conjugate beam method.
The 300N block rests upon a level plane for which the fk is 0.20. A force P = 100N, directed at 30° from the horizontal pulls the block and moves 80m starting from rest. If the 100N force is then removed, how much further will it travel? A) 40.780m B 47.800m с 48.803m D 40.078m E none
Determine the tension developed in wire CD required for equilibrium of the 30 lb cylinder E and the 160lb cylinder F. Determine the tension developed in wire CB. Determine the tension developed in wire BA. Determine the angle ?. D 30° E C TO B 45° F
Block A is 5 kg while B is 15 kg. They are connected by the weightless link shown. What P will cause impending motion of block B to the right if the coefficient of static friction is 0.25. C В 30° A
Determine the deflection at the point of application of the concentrated load. Ans.: E I delta space equalsBlank 1 N.m3 Determine the location of the maximum deflection from the roller support along the beam. Ans.: Blank 1 m Determine the angle of rotation at the point of application of the moment. Ans.: E I theta space equals spaceBlank 1 N.m2
F9-19. Determine the slope at A and displacement at point C. EI is constant. Use the principle of virtual work. A 4 m C 8 kN/m F9-19/9-20 4 m B
Consider the same beam (orientation a) in Q1. If b=20 cm and h = 10 cm, and if the beam material has a maximum allowable stress of 100 MPa, then what is the maximum bending moment the beam can be exposed to? b Case (a) OI. 333.33 N.m O II. 20000 N.m III. 33333.33 N.m O IV. 1000 N.m Neutral axis
1- Use method of slope deflection method to draw the shear force and bending moment diagram A -3m 40 kN - 2m 2m 50 kN.m B 20 kN 2m2m C 10 kN/m 3m D 10 KN E -2m →
7-18. Determine the slope at D and the displacement at the end A of the beam. El is constant. Use the moment-area theorems. 24 KN -3 m T B -4 m 07 PRO,018-013 ang k .. D + 4 m - 121