6. Compute the slope and deflection at 4 m from the left support on the non-prismatic beam loaded and supported as shown below. E 200 GPa, 1-125 x 10 mm G. Use Double Integration Method H. Use Moment-Area Method 1. Use Conjugate Beam Method EI 4 m 20 kN/m 3 EI -3 m

6. Compute the slope and deflection at 4 m from the left support on the non-prismatic beam loaded and supported as shown below. E 200 GPa, 1-125 x 10 mm G. Use Double Integration Method H. Use Moment-Area Method 1. Use Conjugate Beam Method EI 4 m 20 kN/m 3 EI -3 m

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: For the given beam, use the E = 200GPa and I = 175 x 106 mmª. a) Determine the slope at point A in…

A: To find:- Slope at A Deflection at D Slope at E

Q: Determine deflection at C (c) and deflection at D (do) for the beam below. E=1800 ksi, 1-46000 in A…

A: E = 1800 ksi I = 46000 in.4 Determine the deflection at C and deflection at D for the beam. Let's…

Q: 1- Find the deflection curve for the beam shown, then find the reactions at the supports. (Neglect…

A: Solution Spilit the beam into two-part

Q: ne LAB = 260 mm, LBc = 190 mm, LCD = 150 mm, LDE = 350 mm, Mg = 12 for the beam. MB |B C D E LAB LBC…

Q: r the cantilever steel beam [E = 220 GPa; I = 102 x 106 mm*), use the double-integration method to…

Q: For the cantilever steel beam [E = 210 GPa; 1= 90 × 106 mm4], use the double-integration method to…

Q: integration table to determine and compare the deflection at B and D. Note: Beams AB and BC are made…

A: Given:Required:Deflection at B and D

Q: L L/2 6p 5q 2q M А В

Q: From figure 07 for questions 7A and 7B, is a cantilever beam with variable moment of inertia, and E…

A: Using Unit Load Method One can get the solution for deflection and slope:Deflection =∫abMm1EIdsWhere…

Q: IV- Double Integration Method 4. Determine the slope and deflection at B and the maximum deflection…

Q: 120 kN в B D -7 m- - 3 m– 5 m EI = constant E = 200 GPa I = 262 (10°) mm

A: The virtual work done method or unit load method: which use the law of the conservation of energy on…

Q: Find the deflection at b, c and d for the loaded beam shown in the figure below by using finite…

A: to find deflection at b,c,d

Q: By using Conjugate Beam Method, Determine the deflection 3m to the left of roller support. 30 kN/m -…

A: Given: Required: Deflection at 3 m left of B

Q: For the beam and loading shown, use discontinuity function: beam at C. Assume a constant value of El…

Q: Determine the deflection at B using the MOMENT-AREA METHOD.

A: Given,

Q: Determine the support reactions of the beam shown. Use Slope Deflection Method (Indeterminate Beams)…

A: Given:

Q: A beam shown in Figure 2 is subjected to a point load of P kN at point B and a concentrated moment…

A: Solution;

Q: is constant all throughout. EI = 10000 kN - m^2

Q: TOON 54 N/m B -1.8 m 0.9 m -3.6 m

Q: Calculate the slope and deflection atB and E of the beam and loadings shown using unit load method.…

A: Given: Required: Deflection and slope at point B and E

Q: For the beam shown in Fg.2,Compute the slope of the elastic curve at A and C, and the deflection at…

A: integration method Σfy =0 => RD= 102 KNMD = 52 1+2+10= 31.2132 kn-m (10+152) kn-mmoment equ…

Q: Use moment area for the beam Find the following: 16K (a) Deflection at C A (b) Rotation at A (c)…

Q: Determine the Vertical Deflection at A using Conjugate Beam Method. Indicate the negative sign if…

A: The deflection of a beam due to bending can be determined by using double integration of the…

Q: "| A Answer: VC= W LAB m mm. LBC P X

Q: Using the conjugate beam

Q: 7. Find the deflection at point C from the beam loaded as shown. Use E = 200 GPa and 1= 9 x 107 mm.…

A: Given:- E=200 GPaI=9×107 mm4 To find:- Deflection at C using conjugate beam method

Q: Q1) Obtain the deflection (VD) and the rotation (PD) at point D by using "Cantilever Beam Method". P…

A: The given figure is shown below:

Q: -우 (l - x) IMEI max 30EI

A: The solution of question no. 4 is as follows: As per bartleby policy we are allowed to solve only…

Q: El = 2200 kips DETERMINE DEFLECTION AT A.

Q: Determine the slope of the elastic curve over the right support, and the maximum deflection of the…

A: As Integration method is itself very long. I am solving only a)

Q: 200 kN 100 kN A D B C 5 m 5 m 10m 21 E= constant 250 GPa 1= 600(106) mm Determine the deflection at…

Q: 24RN /m 12AN/m 3m Sm

Q: . Discuss each component of the building envelope system.

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

Q: From the beam shown below, deter beam. Use Moment-Area Method.

Q: From the given figure: Let P = 63kips, L = 10ft, a = 6ft %3D = Pa (- +L), and the elastic curve is…

Q: 2. Determine the deflections at point A and point E using Double Integration Method (DIM). 10 k/ft 5…

Q: 3 k/ft B 20 ft Determine the smallest moment of inertia I required for the beam shown so that its…

Q: 3. Find the deflection at the midspan of the beam loaded as shown. The beam supports a uniformly…

A: The given beam is statically determinate beam and can be analyzed using the equations of equilibrium…

Q: 6A beam is supported at A and B as shown in Figure Q6. Determine the equation for elastic curve and…

A: Given The loading is shown in figure . Beam is hinge supported at A and roller support at b .…

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

6. Compute the slope and deflection at 4 m from the left support on the non-prismatic beam
loaded and supported as shown below. E= 200 GPa, 1= 125 x 10 mm
G. Use Double Integration Method
H. Use Moment-Area Method
1. Use Conjugate Beam Method
EI
4 m
20 kN/m
3 EI
-3 m

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 18 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

Give me right solution according to the question
Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x250 mm section and E = 200 GPa. Show complete and organized solution. a. Vertical Reaction at C in kN. b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm Given: a- 4m b- 24kN/m c- 9kN
number 17
Determine the deflection at point C. Use the following parameters: P = 40 kips, w = 3.7 kips/ft, E = 29000 ksi, I = 2700 in4 Answer: -0.664
Please see the attached image. Thank you
Solve using Conjugate Beam Method
2. For the cantilever beam carrying a uniformly distributed load of 25 kN/m as shown. find the slope and deflection at the free end. Use E = 200,000 MPa and I = 9 x 107 mm². Use conjugate beam method CS Scanned with CamScanner a -3.0 m by 25 kN/m -3.0 m C
For the beam and loading shown, determine the deflection at the mid point in slope at point B in radian. The wr? %3D (L- x) wr3 equation of elastic curve are the following: EIy (3L – 4x), Ely 24 24 E = 200 GPa, I = 1660 x 10^6 mm^4 Let w = 158kN/m, L = 13m Answer in three decimal places w A В -L/2
For the beam shown, use the conjugate beam method to compute the vertical deflection at C. Use: E = 200 GPA IAC = 100 x 106 mm“ ICF = 50 x 106 mm4 10 kN D. E 100 kN-m te s m-t-5 m--k-5 m--ksm--k–10 m– O 41.65 mm O None of the Above O 42.65 mm O 43.65 mm O 44.65 mm
X Your answer is incorrect. For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume LAB = 280 mm, LBc = 180 mm, LCD = 140 mm, LDE = 380 mm, MB = 280 N-m, P = 1010 N and a constant value of El = 590 x 106 N-mm2 for the beam. %3D P MB B C E LAB LBC LCD LDE Answers: rad (a) Oc = 0.109 (b) Vc= -56.80 mm
Problem: Determine the deflection specified in each of the following beams. Use only one method to solve for each. You can choose which method to use in each beam, as long as all three must be used in one of the beams. Assume constant El. Use E = 200 GPa and I = 800 x 106 mm² for all beams. 2.) At the right end/overhang 30 kN/m B 9 m 8m 12 m 3m P = 229 KN
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at C. Assume a constant value of El = 37 x 106 lb-ft² for the beam; wo = 7400 lb/ft, LAB = 7.0 ft, Lgc = 15 ft, Lcp = 8 ft. Wo LBC LCD LAB Answer: (a) 0g = (b) vc= B rad in.