Determine the value of El y at the right end of the overhanging beam.(using Conjugate Beam Method)Note: (include the sign in the answer box)a =4.9 m,b = 3.0 m,Wo 19.2 kN/m-cdWob Determine the value of El y at the right end of the overhanging beam. (using ConjugateBeam Method)Note: (include the sign in the answer box)a = 4.8 m,b = 3.0 m,Wo 15.9 kN/m2Wob

Given data Question-1 Question-2 Find EIy at right end (deflection at C) using conjugate beam…

Answered: Determine the value of El y at the…

Determine the value of El y at the right end of the overhanging beam. (using Conjugate Beam Method) Note: (include the sign in the answer box) a =4.9 m, b = 3.0 m, Wo 19.2 kN/m = ed Wo b

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: The beam shown below is subjected to two 4 kN concentrated loads located 1.5 meters from each…

Q: 5. Determine the slope at A and its midspan deflection. (DOUBLE INTEGRATION METHOD 80 kip.ft G w=4…

Q: 1. Determine the value of the vertical deflection at B given that EI = 50.0 x 10°kNm? 24 kN/m B EI C…

Q: For the overhanging beam shown, determine the value of EIO at point C. Use Virtual Work Method. 1200…

Q: Using Area-Moment Method, determine the deflection at the overhanging end in mm. Given: P = 4.2kN…

A: Given data E = 10 GPA = 10 × 103 N/mm2 I = 20 × 106 mm4 Find deflection at overhanging end…

Q: By moment-area method, determine the value of El6 at point A of the overhanging beam 900 N/m 600 N-m…

A: Moment-area analysis is one of the most effective methods for determining beam and frame bending…

Q: Problem 41: Determine the maximum slope and maximum deflection for the beam shown in figure by…

A: Given data : To Find : Determine the max. slope and max. deflection for the beam using conjugate…

Q: For the beam and loading shown, use discontinuity functions to compute (a) the deflection of the…

Q: For the beam and loading shown, use discontinuity functions to compute: (a) the deflection VA of the…

Q: 3) Determine deflection at point C and slope at point D using double integration method (El is…

A: Given: EI - constant To find: The deflection at point C. The slope at point D.

Q: HW 2: Determine the deflection at point C of the beam shown in Fig. below by the virtual work…

A: Given :

Q: Problem 41: Determine the maximum slope and maximum deflection for the beam shown in figure by…

Q: 4. Use the virtual work method to determine the vertical deflection at joint B of the steel I- beam…

A: E = 210 GPaI = 450 × 106 mm4 Determine the vertical deflection at joint B using virtual work method.…

Q: Workout 2. Use the area-moment method to determine the slope and deflection at point B of the beam…

A: Given data Find slope and deflection at B using Area-moment method.

Q: Determine the slope and deflection at point D for figure (b). Use the method of virtual work. (b)…

A: I1 = 16 × 108 mm4 I2 = 12 × 108 mm4 E = 210 GPA = 2.1 × 105 N/mm2

Q: Solve the slope and deflection at points A and B using the Moment-Area Method. Point B is at 2m from…

A: Given: A simply supported beam with symmetrical loading Required: Slope and deflection at A and B…

Q: Calculate the deflection at point B using virtual work method. W = 5.9 kN/m, P = 12.4 kN, a = 1.5m,…

Q: For the beam and loading shown, use discontinuity functions to compute: (a) the deflection vĄ of the…

A: Given Data: The momentum at A is MA=8 kN·m. The uniformly varying load is w0=15.4 kN/m.The length AB…

Q: Problem 2: Determine the slope and deflection of the beam at points B and C using Virtual Work…

A: The given beam is shown below:

Q: For the beam and loading shown, use discontinuity functions to compute: (a) the deflection vA of the…

Q: For the cantilever steel beam [E = 230 GPa; I = 87 x 106 mm*), use the double-integration method to…

Q: 1. Determine the Maximum deflection of the beam shown using double integration method. E = 20 GPa, A…

Q: Determine the location and magnitude of the maximum deflection for the beam shown below using double…

Q: Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method.…

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…

Q: For the beam and loading shown, use discontinuity functions to compute: (a) the deflection VA Of the…

Q: Solve using CONJUGATE BEAM METHOD 3. Compute the magnitude of the slope at the left support and the…

Q: 3. For the cantilever beam and loading shown, determine the following using double integration…

A: Given dataE=200 GPa=diagram is givenFind

Q: 1. A. Determine the slope and deflection at the free end using method of superposition.

A: Given Concentrated Load =70 KN Note According to the company guidelines i am able to answer the…

Q: determine the deflection at the right overhang using the Method of Virtual Work Assume constant El;…

Q: Using Conjugate Beam Method: A cantilever beam with length I is carrying a uniformly distributed…

Q: For the beam and loading shown, use discontinuity functions to compute: (a) the deflection VA of the…

Q: determine the deflection at the right overhang using the Method of Virtual Work 2.0 2.0 40 kN/m 100…

A: Given data : Determinate beam with pinned and roller support at A and B Find : Vertical deflection…

Q: For the beam and loading shown, use discontinuity functions to compute: (a) the deflection vA Of the…

A: Given LAB= 1.1 m ,LBC= 3.4 m

Q: Take P=175 kN and E=200 GPa Determine the sign and magnitude of deflection at point D using the…

A: For W 410×114, moment of inertia about x-axis is I = 462 × 106 mm4 E = 200GPa = 2 × 105 N/mm2…

Q: Calculate the deflection at point B using virtual work method. W = 6.0 kN/m, P = 12.6 kN, a = 1.5m,…

Q: The beam below, use the double integration method to determine the deflection at point A (do not use…

A: To determine the deflection at point A using the double integration method. Applying the Double…

Q: Using Area moment method: A simply supported beam with length I is loaded with a uniformly…

Q: PROBLEM 1 Solve the slope and deflection at points A and B using the Moment-Area Method. Point B is…

A: Given data: EI=200×106×7.5×10-6EI=1500 kN.m2

Q: 2. Use the integration method to determine the slopes and deflection at points B and Cof the beam…

A: Take section at x meter from C. Slope deflection equationEI d2ydx2 =-MxMx =50×6×x-3+150×x-12Mx =…

Q: For the beam and loading shown, use discontinuity functions to compute: (a) the deflection VẠ of the…

A: Given LAB= 1.7m ,LBC=3.3 m

Q: For the beam and loading shown, use discontinuity functions to compute: (a) the deflection vA Of the…

Q: For the beam and loading shown, use discontinuity functions to compute: (a) the deflection VA of the…

Q: Note: Answers accurate to the nearest hundredths. 1. Determine the deflection at point D of the beam…

Q: Determine The Horizontal Deflection At Point D. Use The Virtual Work Method. E = 70 GPa, Ainternal =…

Q: 2. Use the area-moment method to determine the slope and deflection at point B of the beam shown…

A: Calculation of deflections and redundant reactions for the beam can be found by Area - moment…

Q: For the beam and loading shown, use discontinuity functions to compute: (a) the deflection VA Of the…

Q: -, and mat midspan (i.e., x = 2.7 m). O kN-m² for the beam; MA = 7.2 kN-m, wo = 17.9 kN/m, L

Question

Determine the value of El y at the right end of the overhanging beam.
(using Conjugate Beam Method)
Note: (include the sign in the answer box)
a =4.9 m,
b = 3.0 m,
Wo 19.2 kN/m
-
cd
Wo
b

Determine the value of El y at the right end of the overhanging beam. (using Conjugate
Beam Method)
Note: (include the sign in the answer box)
a = 4.8 m,
b = 3.0 m,
Wo 15.9 kN/m
2
Wo
b

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 5

Step by step

Solved in 5 steps with 8 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

P10.030 For the beam and loading shown, use discontinuity functions to compute: (a) the deflection va of the beam at A, and (b) the deflection Vmidspan of the beam at midspan (i.e., x = 3.6 m). Assume a constant value of EZ 1680 kN-m² for the beam; MA 9.8 kN-m, wo = 23.3 kN/m, LAB - 1.8 m, Lac - 3.6 m. МА Answer: LAB Wo B LBC mm. C X (a) VA - (a) Vmid= mm. Click if you would like to Show Work for this question: Open Show Work
2. Using Double integration - Bracket Functions, determine the slope and deflection at points B and C. 22 kN/m 135 kN 120 KN-m +13m1.7 m- El = constant E= 10.5 GPa I- 8325x10mm -2 m-
1.5 k/ft 30 k B -6 ft+4 ft-5a- El = constant E= 1,500 ksi 1= 20,000 in. Determine the maximum deflection Integration Method.
5:49 2. For the beam and loading shown, determine the following using method of superposition. Use E = 200 GPa. (a) the slope at end A, (b) the deflection at point C. ||| 80 kN - m I. -2.5 m 0.00 KB/S C 140 kN .... ... 2.5 m 80 kN m B 36 I W410 x 46.
For the beam and loading shown, use discontinuity functions to compute: (a) the deflection vĄ of the beam at A, and (b) the deflection Vmidspan Of the beam at midspan (i.e., x = 3.6 m). Assume a constant value of El = 1350 kN-m² for the beam; MA = 9.1 kN-m, wo = 15.3 kN/m, LAB = 1.9 m, LBc = 3.4 m. wo MA LAB LBC Answer: mm. (a) VA = mm. (b) Vmid =
Determine the deflection at the right overhang using either the Method of Virtual Work or the Castigliano's Theorem. P= 151 kN Assume constant El; E = 200 GPa, I = 1460 x 106 mm². 1.5 5.0 40 kN/m 9.5 P (in kN) ļ 9.5 12.0 m D E F 200 kNm 1.0
Workout 1. Use the area-moment method to determine the slope and deflection at point B of the beam shown below. A 5 m El = constant 90 KN B FLOOR
For the cantilever steel beam [E = 190 GPa; I = 82 x 106 mm“], use the double-integration method to determine the deflection Va at A. %3D %3D Assume L = 2 m, P = 53 kN, and w = 26 kN/m. A B L Answer: VA = mm. %3D
For a 4 m-span cantilever beam that is loaded with service loads of D = 8 kN/m and L= 14 kN/m, calculate the immediate deflection due to sustain loads if 20% of the total live load is considered as sustained. Use Ig = 10x109 mm4; Icr = 4x109 mm4; Mcr 80 kN.m and E = 20,000 MP =
Problem #1 Determine the equation of the elastic curve, then determine the slope and deflection at point B of the beam shown by the direct integration method (double integration method). El is constant. 6 kN 3 m
Question 1 Calculate the deflection at point B using virtual work method. W = 5.9 kN/m, P = 12.8 kN, a = 1.5m, b = 1.5m, c-1.9m Note: (input the sign) AI a W B
The beam shown is supporting a uniform load of 1.5 KN/m on the overhang BC. If E=200,000 MPa, l=7.5x10^6 mm^4. Using conjugate beam method determine the following: A. Compute the slope at point C. Express your answer in radians. B. Compute the deflection at point C. Express your answer in millimeters. 1.5kN/m B 6m 4m