Consider the beam shown in (Figure 1). EI is constant. Assume that EI is in kN-m².Suppose that M = 40 kNm Use the moment-area theorems to solve this problem.Follow the sign convention.FigureB-3 mC-3 md1 of 1DDetermine the slope to the left of B.Express your answer using three significant figures.(OB) L = 60.0 X✓CorrectPart CPrevious AnswersDetermine the slope to the right of BExpress your answer using three significant figures.(OB)R= 80.0Submit1 kN-m²EIPart DA vecPrevious Answers Request AnswerX Incorrect; Try AgainDetermine the displacement at D.Express your answer using three significant figures.AD=-420 X 1 kN.m³EI?1 kN.m²ET

given dataBeam is givenFindslope to the left of Bslope to the right of Bdisplacement at D

Consider the beam shown in (Figure 1). EI is constant. Assume that EI is in kN - m². Suppose that M = 40 kN-m Use the moment-area theorems to solve this problem. Follow the sign convention. Figure 3 m 13 1 of 1 >

Consider the beam shown in (Figure 1). EI is constant. Assume that EI is in kN - m². Suppose that M = 40 kN-m Use the moment-area theorems to solve this problem. Follow the sign convention. Figure 3 m 13 1 of 1 >

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: 3.36 The torques shown are exerted on pulleys B, C, and D. Knowing that the entire shaft is made of…

A: G=27 GPa=27×109 Pa LBC=0.8 m LCD=1.0 m

Q: A reinforced concrete beam with rectangular cross section (width = 300 mm, effective depth = 580 mm)…

A: Given data- width B=300 mmdepth d=580 mmVu=440 kNM30 and Fe415 gradePt=1%shear stress τ=0.66 N/mm2…

Q: Problem 1. Use the moment-area theorems and determine the slope at A and displacement at C. El is…

A: EI = Constant Determine the slope at A and displacement at C using Moment Area Theorems.

Q: 9.10. Derive expressions for wall shearing stress, wall velocity gradient, and friction velocity in…

A: Laminar flow in a pipe refers to a type of fluid flow where the fluid moves in smooth, parallel…

Q: If the lateral compressive strain in a material is 0.3 x 10-3 and the Poisson ratio is 0.25, then…

A: Lateral compressive strain-εL=-0.3×10-3μ=0.25

Q: 2- A project to manufacture a product is composed of the following activities: path Durations(Day) 6…

Q: A simply supported wooden beam 100 mm wide, 250 mm deep and 3 m long is carrying a uniformly…

A: Determine the maximum shear stress in the beam.

Q: A 6m long solid bar of circle section has 140mm diameter for aluminum for length of 4m, while it has…

A: Length of the solid bar= 6m Dia of Aluminium = 140mm Diameter for aluminum = 120mm

Q: Fire load, a fire risk criteria to classify occupancies, for a building having an area of 100 m²…

A: Area of building A=100 m2Weight of combustible material W=1000 kgcalorific value C=4000 kcal/kg

Q: The W14 x 30 cantilever beam is made of A-36 steel and is subjected to the loading shown in (Figure…

Q: A concrete gravity dam, with cross-section as shown is built on a rock foundation. The coefficient…

A: A concrete gravity dam is given. The specific gravity of the dam is 2.4 The specific weight of water…

Q: 2.1.1.1.1.1.1.2.2.2..2 Answer question No.2 ONLY!

Q: 3.2 A circular basin with radius of R received a rainfall storm. The 6 raingauges were located…

Q: Situation 2: The 6 m radius cylindrical gate shown in figure is 10 m long into the paper, if 0 = 40°…

Q: Suppose that P₁ = 2.8 kN and P₂ = 2.1 kN. (Figure 1) Figure P₁ 0.8 m A 1.70 m 1m- H 2 m P₂ G F -2 m…

Q: Problem A bridge girder consists of W 760 x 161 and a channel C 380 x 50.4 and joined by 2 - 22 mm Ø…

A: Maximum bending stress in tension is the maximum stress in the beam due to the bending moment .…

Q: Determine the maximum shear stress developed in the 30-mm-diameter shaft below.

Q: Find the shape factor for the tee section as shown in figure. 20 mm 20 mm -120 mm 200 mm

A: Find the shape factor.

Q: Figure 2 ft 1 of 1 Determine the angular velocity of the spool. The cable wraps around the inner…

A: Following are the given data. The velocity of point A is VA=3 ft/s. The velocity of point B is VB=5…

Q: 2.28. A groundwater is being considered for use as a domestic supply. The water has a temperature…

A: NOTE: AS PER the guidelines we are only supposed to answer first three sub parts. Respost the…

Q: Make a distinction between structural testing and functional testing using the examples that are…

A: Structural testing is a type of software testing that focuses on verifying the internal structure of…

Q: A bar 40mm in diameter and subjected to a tensile force of 40,000 kgs. Undergoes elongation…

A: Diameter D=40 mm, Tensile force F=40,000 kgs, Young modulus- E=2×105 N/mm2, Poisson's ratio v=0.3,…

Q: Use the method of sections to solve for the force in members OA, PQ, and OS. Indicate whether the…

A: Use the method of sections to solve for the force in members OA, PQ, and OS

Q: .) A study of freeway flow at a particular site has resulted in a calibrated speed- density…

A: NOTE: AS per guidelines I am solving question first repost the 2nd question The speed density…

Q: *7-92. Draw the shear and moment diagrams for the beam. 18 kN.m 2 kN/m A -3 m- B Prob. 7-92 -3 m- 2…

Q: Fluid Mechanics > Properties of Fluids Question The pressure of a liquid increases by 60 N/cm² and…

A: Pressure in liquid increase by, dP=60 Ncm2. The volume of it decreases by, dvv=0.15%=-0.0015

Q: Fresh and seawather flowing in parallel horizontal pipelines are connected to each other by a double…

A: The double U type manometer is provided in the above figure. We have to find out the pressure…

Q: B: A circular beam of 100 mm diam Calculate: (a) the value of shear stress. (b) the valu where V max…

Q: A tension test was performed on a steel specimen having an original diameter of 0.503 in. and gage…

A: Stress strain curve should be plotted, and the following should be calculated. a) Modulus of…

Q: A cylindrical water tank of 10 m high is to be filled with water. The tangential and longitudinal…

A: →Height of Cylindrical water tankh =10m→tangential Stress σt=150 MPa =150×106 Pa→Longitudinal Stress…

Q: The three water-filled tanks shown are connected by pipes as indicated. If minor losses are…

A: Pipe 1: Elevation: H1=245 m Diameter of pipe: D1=0.10 m Length of pipe: L1=200 m Friction…

Q: Calculate the following reaction forces for the A-frame shown below. Take the lengths a, b and c as…

Q: 10. Determine the capacity of the welded connection: 114 114 → P (ASD) Ĵ 1/2" THICK PLATE

A: Length of the weld = 6 in. Thickness of the weld = 1/4 =0.25 in. Thickness of the gusset plate =…

Q: Reservoir, pipe and turbine A cylindrycal tankof radiu Ra contains water. It is connected by a pipe…

A: Q = 1 L/s or 0.001 m3/s Rb = 8 cm or 0.08 m Rc= 4 cm or 0.04 m h0=1.50m L = 10m Kinematic…

Q: A steel of cross-section area 100 mm² and 1 m long is subjected to a tensile force of 40 kN. What is…

A: Steel cross-section area A=100 mm2, Length L=1 m=1000 mm, Tensile force P=40 kN=40,000 N, Modulus of…

Q: Two reservoirs connected at different surface elevations are by a set of two pipes A and B of same…

A: Introduction: When water flows through the parallel pipes connected to the same source of water…

Q: Find the centroid about the x and y axis by using integration

A: To a circle of radius R = 10in a quarter section is cut. The cut section is symmetrical about the…

Q: If the latitude and departure of a line AB with the bearing measured at A are 40 m and 30 m,…

Q: With the same problem the answers should be: R = 510 m T = 306.46 m Station point "x" = 10+329.8…

A: Central angle = 62° Pc station = 10+080 Find - (a) the radius (b) tangent distance (c) the…

Q: A simply supported wooden beam 100 mm wide, 250 mm deep and 3 m long is carrying a uniformly…

A: Given data, A simply supported wooden beam 100 mm wide, 250 mm deep and 3 m long. Carrying a…

Q: A 2m long, 0.5m diameter log (sp. gravity of 0.88) divides water as shown. Compute for the…

Q: A completely mixed activated sludge plant treats wastewater at a rate of 2,565 m³/d. The influent…

Q: Draw the shear and bending moment diagram for the beam. If the cross section of the beam is as shown…

Q: Find the shape factor for the tee section as shown in figure. 20 mm 20 mm -120 mm 200 mm

A: Given Data We have to calculate the shape factor. Find the shape factor.

Q: A 1.8-m rigid tank initially contains air at 100 kPa and 22°C. The tank is connected to a supply…

A: Volume of the tank, V=1.8 m3 Initial pressure inside the tank, P1=100 kPa Initial temperature inside…

Q: Sketch and explain the relationship between hydraulic conductivity and hydraulic gradient. If the…

A: i. Hydraulic conductivity and hydraulic gradient are two important parameters in the study of…

Q: From the given figure Let P=63, Find the following; a. Maximum flexure stress b. Maximum Tensile and…

Q: FBC= P

Q: The beam as shown is subjected to a load P at its end. Determine the displacement at C. El is…

A: EI = Constant Determine the displacement at C. Let's solve using Macaulay Method.

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

Consider the beam shown in (Figure 1). EI is constant. Assume that EI is in kN-m².
Suppose that M = 40 kNm Use the moment-area theorems to solve this problem.
Follow the sign convention.
Figure
B
-3 m
C
-3 m
d
1 of 1
D
Determine the slope to the left of B.
Express your answer using three significant figures.
(OB) L = 60.0 X
✓Correct
Part C
Previous Answers
Determine the slope to the right of B
Express your answer using three significant figures.
(OB)R= 80.0
Submit
1 kN-m²
EI
Part D
A vec
Previous Answers Request Answer
X Incorrect; Try Again
Determine the displacement at D.
Express your answer using three significant figures.
AD=-420 X 1 kN.m³
EI
?
1 kN.m²
ET

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: step 1

Step 2: step2

Step 3: step3

Step 4: step 4

Solution

Trending now

This is a popular solution!

Step by step

Solved in 5 steps with 9 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

A For the beam shown in the figure, determine the mechanical elements using the Slope Deflection Method and the Stiffness Matrix Method. The bending stiffness El is constant. Do not omit El in matrix 4k/ft 15 ft B 20 ft C 15 ft-
2. By the moment-area method or conjugate-beam method, determine the deflection at the midspan (ElA) for the beam shown in figure below. All figures must be included and drawn straight. (Solve the deflection in terms of EI, these two values of E and I are not given in the problem.) P, P2 3.0m 1.0m 1.0m A 5.0m P1 P2 N N 964 664
Use conjugate beam method in this problem and find the vertical reaction at C in kN, moment reaction at C in kN-m, deflection at point B in mm and slope of the elastic curve at point B in degrees. Given: a=3m b=28kn/m c=11kN
Problem 3 Conjugate Beam Method: For the given beam below, answer the questions. El = constant: P M=Pa B a a (a) Draw the conjugate beam (clearly show the supports of the conjugate beam and mark the important values). (b) Determine the slope angle at point B, 0B, of the real beam using the conjugate beam method. Determine the deflection at point B, Ag, of the real beam using the conjugate beam method.
3. (a) Use the moment-area method to determine deflections at C of the beam shown in the figure. BMD for the beam is given below. Take E = 200 GPa and I= 60 x 10° mm (b) Verify the results by conjugate beam method. 20 kN/m 150 kN 120 kN E 3EI 3EI C EI D EI - 6 m > 3 m * 3 m 3 m 270 180 BMD (kN.m) -360
2. By the moment-area method or conjugate-beam method, determine the deflection at the midspan (EIA) for the beam shown in figure below. All figures must be included and drawn straight. (Solve the deflection in terms of El, these two values of E and I are not given in the problem.) P, P2 1.0m B 3.0m 1.0m A 5.0m P2 N 976 676
2. By the moment-area method or conjugate-beam method, determine the deflection at the midspan (ElA) for the beam shown in figure below. All figures must be included and drawn straight. (Solve the deflection in terms of EI, these two values of E and I are not given in the problem.) P1 P2 1.0m B 3.0m 1.0m A 5.0m
-Use Slope-Deflection Method to solve for the unknowns on the 120mm x 120mm beam shown in the figure. E=200 GPa. a. Rotation at joint B in degrees. b. Moment at A in kN-m c. Rotation at joint A in degrees
1. Draw the deflection diagram for the following figure 2. Use the double integration method to derive the Elastic curve equation (moment equation). Then use the moment equation to determine the deflection values. Use the conjugate beam method to determine deflections Tiguiv J. R= 24 kips w = 2 kips/ft 'P = 13.5 kips C B- 40 kip- ft 1 RA = 21.5 kips Rc = 16 kips 12 (a)
Beam ABC has a rectangular cross section of 300 mm by 100 mm. Attached rod DB has a diameter of 20 mm. Determine the vertical displacement of point C due to the loading. Consiđer the effect of bending in ABC and axial force in DB. Use the virtual work method. E-200 GPa. (200000 MPa) Hint: Use the following virtual work equation to consider the contribution of bending of beam ABC and axial elongation of rod DB. Elegothon of rod DB mM nNL dx+ AE 1 A= 20 kN EI Ac Tension rod | 300 am 20 kN 40m 3m 3m
Beam ABC has a rectangular cross section of 300 mm by 100 mm. Attached rod DB has a diameter of 20 mm. Determine the vertical displacement of point C due to the loading. Considđer the effect of bending in ABC and axial force in DB. Use the virtual work method. E- 200 GPa. (200000 MPa) Hint: Use the following virtual work equation to consider the contribution of bending of beam ABC and axial elongation of rod DB. Ebngothon of d DB mM dx + AE nNL EI 20 kN Ac Tension rod 01 B 300* 20 kN A 3m 3m B.
Question 1: You can see the beam and loading in Figure. Please determine the deflection at the center of the beam and the slope at B. EI is constant. Please use the integration method. Мо В 2L