Answered: Use the Moment-area Method to obtain…

Use the Moment-area Method to obtain the Slope of Point A after deformation and the vertical displacement of Point C (Deflection)

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter8: Engineering Materials

Section: Chapter Questions

Problem 85CQ

See similar textbooks

Related questions

Q: In your own words define an angle to the right.

A: angle to the right- At the point when one of those inside points estimates 90° 90 °, it is a right…

Q: Determine the moment in N-m of the force F [344i+-205j+102k) N about the OA axis(This problem is not…

A: Determine the moment of force about OA axis?

Q: At a temperature of 32°F, a 0.09 in. gap exists between the ends of the two bars shown. Bar (1) is…

Q: Consider two axially loaded columns, namely, 1 and 2, made of a linear elastic material with Young's…

Q: Shown in the figure is a loaded platform with corresponding rectangular cross section. Determine the…

A: Asked: To determine the normal stress (Compressive/Tensile) at F. Given: Cross-section at F: 24…

Q: power P required to drive a fan or blower depends upon iscosity μ, impeller diameter D, flow rate Q…

A: solution of above problem is below:

Q: One of the columns supporting the roof of a large building exerts a load of 1500kN on a circular…

A: The design of the footing is based on the criteria, qn ≤ qna where qn - Net pressure from the…

Q: The 52-kg cylinder is suspended from a clamping collar at C which can be positioned at any…

Q: Help Save & Exit S Archimedes, when asked by King Hiero if the new crown was pure gold (SG = 19.3),…

Q: Discuss how a data collector can be used to check the setup of a total station in traversing.

A: What is a Total Station? Total station is a looking over hardware mix of Electromagnetic Distance…

Q: P2.2 The two bars shown in Figure P2.2 are used to support a load P. When unloaded, joint B has…

Q: Wood has a distinct structure that affects its use as a construction material. Civil and…

A: Definition •Wood reasonable for building or other designing purposes is called timber-Standing…

Q: Q/ The force in the member (CA) is 12m 50 ку 5m BX

A: Given data M = 50 kg W = mg = 50 × 9.81 = 490.5 N

Q: Q/The force in the member (CA) is 12m 50 kg 490.50 N 500.44 N 200.12 N 2550 N 5m BX In your hand

Q: Q 1 (part ii) A 4m wide rectangular channel (n=0.013) carries the water on a 2% slope from the…

Q: Compute the maximum value of Q for the pipe. (b) What is the maximum vertical shear stress in the…

Q: c. A dividing line is drawn from corner 5 to midpoint of line 2-3. Determine the bearing and length…

A: Given Data: Line/Course Bearing Length 1-2 S47°49'W 30.48 2-3 N28°16'W 111.37 3-4 N79°21'E…

Q: tiple Choice = √85(1-5), 0≤S ≤ 0.235 and 0.765 ≤S ≤1 = √√S(1+5), 0≤S ≤ 0.235 and 0.550 ≤S ≤ 0.650 =…

Q: 03 As Determine the spacing of shear reinforcement (S) between stirrups in reinforced concrete beam.…

A: step 1-

Q: Why is it important to adopt a standard angle measuring procedure, such as always measuring angles…

A: It is important to adopt a standard angle measuring procedure,

Q: Find the stresses in A, B and C? Vem 14 6m 0.006 MN cm 1 6cm H

A: Asked: We are required to determine stresses in A, B and C. The stresses in A, B and C can be…

Q: I nearly gives the internal degre

A: The number of members in truss =23The number of joints in truss =11Reactions =5

Q: Q2) A concrete slab shown in the figure (2) has a thickness of 130 mm. It supports a service…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: 4-61. Determine the magnitude of the moment of the force F = (50i-20j - 80k) N about the base line…

A: Given :

Q: 20 kN A O O FE L C 2m 4m 4m 3m Which of the following most nearly gives the maximum negative moment…

Q: ma point 1 cm fro

Q: What is the measurement benchmark (multiple choice questions) A. position reference b. length…

A: Measurement Benchmark is an elevation Datum

Q: 7) A circular horizontal N_S tunnel of 2 m radius will be constructed at a depth of 560 m below…

Q: Some of the numbers on this illustration of a cross-section of a typical Gothic cathedral correspond…

A: Given- The cross-section of a typical Gothic cathedral is given. It is needed to identify a few…

Q: Four forces are exerted on the eyebolt as shown. If the net effect on the bolt is a direct pull of…

Q: Question 3- The power P required to drive a fan or blower depends upon the fluid density p, fluid…

A: from given parameters:

Q: Which description is correct about the elevation? (multiple choice) A The elevation datum is the…

A: This is a multiple choice questions here all given questions are from surveying engineering

Q: The following observations on maximum concrete pressure (KN/m2) were selected from a normal…

A: first calculate the mean of given data next find standard deviation

Q: Determine the maximum compressive stress in the beam which is subjected to the 20-kN/m uniformly…

A: Due to the given configuration the reaction at B will be inclined by 600 with vertical For…

Q: 03 Determine the spacing of shear reinforcement (S) between stirrups in reinforced concrete beam.…

Q: Q13. In a 1 lit water sample 51 mg of hydroxyl ions are present. Calculate its pH rounding off to…

A: given 1 liter water sample51 mg of hydroxyl ions OH-

Q: The jib crane is designed for a maximum capacity of 6 kN, and its uniform I-beam has a mass of 190…

Q: Q/ The force in the member (CA) is 12 m 5m 50 ку 490.50 N 500.44 N 200.12 N 2550 N

Q: Problem II. An exhaust gas piping fabricated as shown is subjected to a bending moment, an internal…

Q: P A Answer: Vmax Mmax a MB B kN kN.m b C X

Q: Example 14.5: A cable having span of 100 m, dip "h" = 10 m is subjected to a rise is temp. of 10°C.…

Q: Determine the optimum dimensions of the channel if it is to carry

Q: Q6: A construction project will have a Base cost of $3,250,000. There is a 5 percent chance that the…

A: Part A Incentive of finishing ahead is the contingency reserve = $40,000 Part C Best case scanerio…

Q: Q2: For the beam shown in Figure (2), determine transverse shear stresses at points E, Fand G on the…

Q: What are the primary sources of random instrumental error in a total station?

Q: A bent bar ABC are supported and subjected to forces as shown below. Find the reactions on the bar…

A: Given data:- The first applied load is 300 N and the second applied load is 400 N.

Q: Q2. The 0.15m wide plate passes between two layers of oil, A and B, having viscosities of A- 0.03…

Q: Q/ Compute the tension (T) in the cable? Neglect the friction between .the cable and the pulley 3 A…

A: Given,

Q: With the 205-lb cylindrical part Pin its grip, the robotic arm pivots about O through the range-45°…

Q: 21

A: The no of member are m = 17 The no of reaction r = 4 The no of joint = 9 total indeterminacy =…

Question

A beam is shown in the figure below, and the flexural stiffness of the beam section is constant EI:
(a) Use the Moment-area Method to obtain the Slope of Point A after deformation and the vertical displacement of Point C (Deflection)
(b) Use the conjugate beam method (Conjugate Beam Method) to obtain the slope (Slope) after the deformation of point A and the vertical displacement (Deflection) of point C

*The correct answer is 24 kN-m2/EI clockwise and 58.7 kN-m3 /EI down, but I need to calculate steps, thanks

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 by step

Solved in 4 steps with 1 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

Q2 F3=60N F2=70N F1=50N
A 10 m high 150UC30 steel column is fixed at its base and restrained to move laterally in the x direction at the top and at mid-height. Determine the allowable eccentric force P that can be applied without causing the column to either buckle or yield. Adopt a safety factor of 2 against buckling and yielding. Hint: You may choose to use a computer program to help solve the arising iterative equation. Alternatively, you may choose to not solve the equation at all and check the criticality of a requirement by simple substitution.
Fill in the blanks: For the given properties of the beam below, determine the safest wy that the beam will carry. bf = 850mm bw = 400mm tf = 100mm d = 400mm d' = 100mm fc' = 32MPA fy = 400MPA As = 8-32mm bars %3D The answer is kN/m Pu = 20 KN bf 3Pu O-50 Pu 1m As A 13 + bw + CS Scanned with CamScanner
The number of plastic hinges formed in the frame below for combined mechanism are W 2W B 3m 3m 1.5W m↓ 2 m A 4 m 2 m с D
A0AC ** od of added a fost o pointed to the P = 1400 b P-1400 b
Convert the properties of your assigned AASHTO I-beams to Sl units. B1 BI Assigned AASHTO I-beam Туре 1 Туре 2 Group No. D2 1 D3 D2 2 D4 B3 B4 B5 Туре 3 Туре 4 Туре 5 Туре 6 B3 B4 4 DI B6 B6 D5 D6 DS Туре 1 Туре 2 8 B2 D6 Туре 1-IV Dimensions (inches) Type V-VI Туре D1 D2 D3 D4 D5 D6 B1 B2 B3 B4 B5 B6 28 4 3 5 5 12 16 6 3 5 II 36 3 6 6 12 18 6 3 6 III 45 4.5 7.5 7 16 22 7 4.5 7.5 IV 54 8. 6 8. 20 26 8 6. 9 V 63 4 10 8. 42 28 8 4 13 10 VI 72 5 3 4 10 8 42 28 8 4 13 10 Properties: Area in.? Inertia Ybottom in. Weight kip/ft Туре in. 276 12.59 22,750 0.287 II 369 15.83 50,980 0.384 III 560 20.27 125,390 0.583 IV 789 24.73 260,730 0.822 V 1,013 31.96 521,180 1.055 VI 1,085 36.38 733,320 1.13 67
Let w = r = uv, s = u - 30. Use appropriate forms of the r2 + s2" dw dw and du chain rule to find in terms of u and v. du du
The center of gravity of the 800N highway sign is at point G. It has been determined that it can withstand a tensile force of 1200N. Other elements in the system are sufficiently durable. The sign is intended to be connected to the fixed joints D and C and AB rope as shown in the figure. Is such a design correct in terms of resistance? 6m B 2m 8m Al D 6m 2m 2m
PROBLEM The centroid of the T-section shown is 2.5 inches above the base. What should be the value of b to satisfy this condition? Input value only without the unit, 1" 8" 1" b
There is a statically indeterminate beam in which the horizontal force at the left and right ends (points A and D) is zero, and the vertical force is shown in the figure below, The flexural stiffness of the beam section is constant El: Try to find the slope (Slope) of point B after deformation.
Two columns 300mmx300mm and 400mmx400mm are loaded by axial and bending forces as shown. They are to be supported by a combined footing shown. Unit weight of concrete = 24 kN/m2;Unit weight of soil = 17.24 kN/m3; fc'=21 MPa, fy = 414 MPa, Concrete Cover to bar centroid 80 mm, SBC=248 kPa. Dimensions: X 4 meters thickness = 568 mm %3D D = 1.73 meters Forces: P1DL = 239 kN P1LL = 177 kN M1DL = 38 kN-m %3! M1LL = 30 kN-m P2DL = 495 kN %3D P2LL 393 kN %3D M2DL = 65 kN-m M2LL 65 kN-m Calculate the critical nomninal one way shear stress in MPa.
L1= 13m L2=8m ILD for R_F, S_E, M_B