esA 4-m cantilever beam is loaded as shown. The cross section is formed with two concentric circles of radii 45 mm and 35 mm. If the allowable stress is 150 MPa,FRa1XY12Determine the section modulus of the beam.Select the correct response:72113.831 mm³87833.695 mm³57962.384 mm345378.561 mm³Ri12

Given data: Length of cantilever beam=4m Outer dia=45 mm Inner dia=35 mm Allowable stress=150 Mpa…

A 4-m cantilever beam is loaded as shown. The cross section is formed with two concentric circles of radii 45 mm and 35 mm. If the allowable stress is 150 MPa, 12 X 1 Determine the section modulus of the beam. Ra Ri 12

A 4-m cantilever beam is loaded as shown. The cross section is formed with two concentric circles of radii 45 mm and 35 mm. If the allowable stress is 150 MPa, 12 X 1 Determine the section modulus of the beam. Ra Ri 12

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 parallel plates are separated by a 0.22 mm space filled with a fluid (sp gravity = 0.964) of…

Q: 5. For the overhanging beam, determine the magnitude and sense of Ele over the support at C. 1000 lb…

Q: 3. For the planar wedge shown below: 22 m Slip surface 39° 28° Calculate the factor of safety…

A: Factor of safety = shear strength shear force = τs Normal component of wedge ABC N = w cos ϕ where,…

Q: Situation. A flooring system consists of parallel I-beam sections spaced at 3 m. on centers simply…

Q: Write the equations of shear force and Bending moment for each section in the beam shown in figure,…

A: Write the equations of shear force and Bending moment for each section in the beam shown in figure,…

Q: A fix ended beam AB having a span of 12 m with its middle span of 6 m having an El double that of…

Q: Q2 / Abuilding to be constructed on a hill with foundation elavation = 30m. the areas bounded by…

A: Solution: Given: Contour Elevation, m Area Bounded, cm2 51 1.2 48 1.6 45 1.8 42 2.4 39…

Q: X KN Bm A Y KN -1.5 m- Cm 12. What is the moment reaction of the support at A? (kN-m) 13. What is…

A: This question is related to the Strength of Material.

Q: SITUATION 6 A project network is shown as below together with the breakdown of activities. START…

A: Critical path : Critical path is that type of path where sequence of activities determines the…

Q: blem #1 D h E Cft The street-lights at A and B are suspended from the two poles as shown. If each…

A: AS PER THE GUIDELINES WE ARE SUPPOSED TO ANSWER ONLY 3 SUBPARTS IN A QUESTION. TO solve other…

Q: The project schedule is shown below. Illustrate and do the Forward & Backward pass and answer the…

Q: Given the beam and loading show below • Draw the shear and moment diagrams. Label all significant…

Q: Q4// Fill in the blanks for the following statements:

A: 1- HYdraulic gradient line

Q: The concrete post is reinforced using six steel reiforcing rods, each having a diameter of 20 mm.…

A: is

Q: the bending moment M for any location in the beam. (Place the origin at point A.) (2) use the…

A: Given that Cantilever beam with udl wa = 13 k/ft wb = 7 k/ft a = 7 ft b = 8.7 ft

Q: Situation. A flooring system consists of parallel I-beam sections spaced at 3 m. on centers simply…

Q: Q4: The bearings and lengths of straights R1-X1 and X1-R4 taken from Table below, are as follows:…

Q: Use the conjugate-beam method and determine the slope just to the left and just to the right of the…

Q: recovery method that applies.

A: Primary recovery refers to reservoir management processes that reduce energy from natural driving…

Q: SITUATION. The cable of a suspension bridge shown in the figure below runs over a tric pulley on the…

A: It is given that :

Q: aw the shear and moment diagrams. Label all significant points and loca 100 KN 300 KN-M 10m 2m 3m…

Q: The rectangular beam shown in the figure is subjected to a factored moment Mu= 288 k-ft. ■ Calculate…

Q: A train weighing 890 kN is being pulled up a 1.5% slope by a certain force. The train’s resistance…

A: weight of train = 890 KNResistance of train = 5 N per kN of its weight = 5*890 = 4450N slope =…

Q: hand written plz Horizontal Curve data STAPI= 98+47.30 R = 1000.00 A=19° 20'00" What is the…

Q: Calculate the spread rate per square metre (kg/m²) if the portion to be stabilised is 1450 m long…

Q: -f seepage through this layer in m³/hr/m widt = 7°. Groundwater table (= H Impervious layer Ground…

Q: A simply supported beam with spans of LAB = 7 ft and LBC = 21 ft supports loads of w = 7.5 kips/ft…

Q: H.W: Circular Column with Uniaxial Bending. Determine the reinforcement to be provided in a circular…

A: The given data is: Diameter, D=500mm Pu=1600KN Mu=125KN-m f'c=20 MPa fy=250 N/mm2

Q: Problem 3 The W12 x 53 tension member shown in Figure 5 has two rows of three 25-mm-diameter A325N…

Q: A rural township in central Arkansas has recently replaced several septic tanks that have an…

Q: 1. Some geophysical (dynamic) tests were performed in the field on a rock layer, and the velocity of…

Q: ▪ A roadway is determined to have 400 18-kip single axles, 200 24-kip single axles, and 100 40- kip…

Q: * y

Q: Problem 1 W MB k 4 m 2 m The cantilever beam above is made up of concrete with E = 70 MPa, refer to…

Q: beam with span of 12 m has overhanging portions at both ends and is loaded with a uniform…

A: A beam and loading information is given in the question and it has been asked in the question to…

Q: Determine the bending moment M in the beam at the point located L = 4.05 m to the left of point C.…

Q: How many turns of rope around the capstan are needed for the 60-lb force to resist the 9000-lb pull…

A: From euler equation we know that T2 = T1 evɵ

Q: drawdown under steady-state conditions in

A: This question is from Hydrology

Q: Problem 2 The beam section shown below is subjected to negative bending. The beam is constructed…

Q: Question 5 of 22 A beam which is composed of concrete and a wide flange steel is subjected to moment…

Q: 18 kN/m II 12 m B

A: Write the equations of the following and use them to draw the shear and moment diagram.

Q: 10. a) Find the concrete volume of a 30 ft x 15 ft x 12 in concrete slab. b) Calculate steel…

Q: 3. For the planar wedge shown below: 22 m Slip surface 39° 28° Calculate the factor of safety…

A: Given values, H =22 m slope of inclination, i= 39° inclination of failure plane, θ= 28° cohesion, c=…

Q: FDE 020: A prestressed concrete pile 360mmx360mm in cross-section is driven in a clayey soil (unit…

A: Determine length of pile,L=?

Q: 2. Calculate area moment of inertia about the horizontal and vertical axis passing through centroid…

A: Let divide the entire area into 3 portion Area of portion 1 = A1 = (60 x 30) =1800 , A2 = (90 x 25)…

Q: SEI El

Q: Design the most economical section for a single span beam which carries a uniform load of 10 kN/m…

A: Solution: Given: UDL = 10 kN/m Point load = 200 kN L = 4 m ASD: Wu = 10 kN/m PU = 200 kN Moment at…

Q: Determine the reactions and draw the shear and moment diagram. Use SLOPE-DEFLECTION METHOD ONLY. 22…

Q: Problem I. Solve the problem using Conjugate Beam Method. Given the figure, determine the following…

Q: 11. What will be the shearing resistance of a sample of clay in an unconfined compression test,…

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

es
A 4-m cantilever beam is loaded as shown. The cross section is formed with two concentric circles of radii 45 mm and 35 mm. If the allowable stress is 150 MPa,
F
Ra
1
X
Y
12
Determine the section modulus of the beam.
Select the correct response:
72113.831 mm³
87833.695 mm³
57962.384 mm3
45378.561 mm³
Ri
12

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 section modulus

VIEW

Step by step

Solved in 2 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

The cantilever T- beam is loaded as shown in the figure. Ti 80 mm 40 kN/m NA --- 120 mm 2.0 m INA = 30x105 mm What is the value of fleure stress in a distance 1.20 m from the free end at the topmost fiber of the beam section?
2.) When an axial load is applied to the ends of the bar shown, the total elongation of the bar between joints A and C is 0.15 in. Ing segment BC, the normal strain is measured as 1,300 µin/in. Determine: (a) the elongation of segment BC; (b) the normal strain in segment AB of the bar. A tuhe with R 10u106 ni i 11
A:Y 211O 2_531929016114... -> A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as shown in Figure below. Axial loads are applied at the positions indicated. If P = 11 KN and the cross sectional area of each rod is 312.5 mm, determine the stress in each section. 4P Steel Bronze |Aluminum 609.6 mm 914.4 mm 762 mm
PE Problem for Modules 3.3 and 3.4: Determine the deflection at the end of the overhang by conjugate beam method or Castigliano's theorem. *
The failure stress of a homogeneous steel bar having a diameter of 10 mm is 250 MPa. Using a factor of safety of 2.0, calculate the maximum load in N that the bar can support. A 12500*pi В) 6250*pi C) 3125*pi 1563*pi
A vibration isolation support consists of a rod A of radius R₁ and a tube B of inner radius R₂ bonded to an 80-mm-long hollow rubber cylinder with a modulus of rigidity G = 10.93 MPa. Determine the required value of the ratio R2/R1 if a force P = 13 kN is to cause a 2-mm deformation of rod A. B R₁ R₂ .. 80 mm The required value of the ratio R2/R₁ is 1.422
1. An axial force of 250 kN is applied to the assembly shown, made of cylindrical brass core surrounded by an aluminum shell. The axial force is applied through rigid end plates. a) Determine the normal stress in each of the metal components, given that Ebrass = 105 GPa and Ealum = 70 GPA. 100mm b) What is the axial deformation of the assembly? 200mm 200mm
An E-Shape beam with the cross-section is bent about vertical axis. As shown in Figure Q3, N-N is plastic neutral axis Assume that the yield stress, oy is 275 MPa and the elastic bending moment, My is 18.88 kNm, (i) determine the plastic moment, M, of the beam. (ii) determine the value of the shape factor for the beam. N 20 тm | 20 тm 100 тm 20 тm 60 тm 20 тm 80 тm N Figure Q3
Q1. An aluminum rod is rigidly attached between a steel rod bronze rod as shown in figure. Axial loads are applied at the positions indicated. Find the maximum value of P that will n exceed a stress in steel of 90 MPa, in aluminum of 140 MPa bronze of 120 MPa. Aluminum Вronze A= 300 Steel A=100 A=200 ЗР 2P 5P 2.5m 2.0 m 1.5 m
A rigid plate C is used to transfer a 20-kip load P to a steel (E = 30,000 ksi) rod A and to an aluminum alloy (E = 10,000 ksi) pipe B as shown. The supports at the top of the rod and the bottom of the pipe are rigid, and the materials were unstressed before the load was applied. The cross-sectional areas of rods A and pipe B are 0.80 in2 and 3.00 in2 respectively. Determine The normal stress in rod A in ksi, The normal stress in pipe B in ksi and The displacement of plate C in inches. Note: Draw the Free Body Diagram, include the units/dimensions, use the proper formula and round-off all the answers and final answers to 5 decimal places.
The failure stress of a homogeneous steel bar having a diameter of 10 mm is 250 MPa. Using a factor of safety of 2.0, calculate the maximum load in N that the bar can support. А) 12500-pi в) 6250*pi с) 3125*pi D) 1563*pi
For the beam geometry shown, determine the following: a. Cracking moment b. Has the beam section already cracked? c. Determine the bending stresses at the extreme fibers of the beam. Applied moment = 34kN/m fc = 21 MPa As = 1935mm² n=9 250mm 00 400mm 75mm