Solve the slope and deflection of the compound beam shown at E which is located 2.5m to the right of A. Use Conjugate Beam Method. A 37 kN/m ▬▬▬▬▬▬/ 5 m I= 1680x10mm Hinge B -2.5 m ANTES E = constant = 205 GPa CONOCEN I=1260x10mm 155 kN +2.5 m D

Solve the slope and deflection of the compound beam shown at E which is located 2.5m to the right of A. Use Conjugate Beam Method. A 37 kN/m ▬▬▬▬▬▬/ 5 m I= 1680x10mm Hinge B -2.5 m ANTES E = constant = 205 GPa CONOCEN I=1260x10mm 155 kN +2.5 m D

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: 30 kN 20 kN/m 2 m -3m 2. If the size of beam in Problem I is 150mm x 300mm and E = 15 GPa, what is…

A: E=15GPa

Q: 100 kN 300 kN–m A B 3 m 6 m 21 I E = constant = 70 GPa %3D I = 500 (106) mm %3D

Q: the Virtual Work method to calculate the vertical deflection at A of the frame shown in Figure 2…

A: Given:- E= 200 GPaI = 250 × 10^6mm4 To find:- vertical deflection at A

Q: Determine the deflection specified in each of the following beams. Use only one method to solve for…

A: Given: A simply supported beam with hinge support at A and roller support at C. To find: Deflection…

Q: 2. For the beam loaded as shown, by conjugate-beam method (CBM), determine the slope and deflection…

A: Given, The given beam is one side over hanged it is loaded with udl and point load. Our aim is…

Q: CALCULATE Oc AND Yc OF THE BEAM LOADED AS SHOWN USING ULM.

A: Given:- EI = Constant

Q: 6. Given the beam loaded as shown, detemine the deflection at the midspan. Use Conjugate Beam…

Q: Determine the deflection specified in each of the following beams. Use only one method to solve for…

A: Given: Required: Midspan deflection

Q: 9

Q: Use any geometric method to solve the response of the beam. Determine the maximum deflection (in mm)…

Q: Use the virtual work method to de termine the deflection at point C of the beam shown.

A: Given Data:Total span L=9mE=constant=70GpaI=500×106mm4Concentrated load = 100kNMoment = 300kN-m…

Q: on at the free end. See figure 06. El = 1600NM² 6m Figure 06 c0m F0m

Q: For the shown beam, calculate the deflection as well as the slope at point (e). EI is constant. 100…

A: Given data:- Beam diagram show in figure;

Q: In the beam loaded as shown below, determine the deflection under point B. Determine also the…

A: Approach to solving the question: Detailed explanation: Examples: Key references:

Q: find the value of deflection at the Position midway between the supports and at the overhanging end…

Q: ASAP Determine the deflection at B in mm using Double Integration Method. Consider 150 mm x 150 mm…

A: INTRODUCTION: Double integration method is the way to simplify the static determinant structure to…

Q: a = 2.5 m, b = 27.3 kN/m, c = 23 kN. "a" m b kN/m BI 4 m kN 3m determine the deflection at B in mm…

A: Given b x h =150mm x 200mm I=b×h312=150×200312=108mm4E=80Gpa=80×103MpaEI=8×1012Nmm2 To Find…

Q: 4) A cantilever beam supports a uniformly varying load and a couple as shown in the figure. If EI =…

Q: Use the virtual work method to determine the vertical deflection at joint B of the frame show

A: A frame is given as shown in the figure above and it has been asked in the question to determine the…

Q: Q8. Determine the deflection of point B on the steel beam with 1 = 80x106 mm4 and E = 200 GPa. [Ans.…

A: Given data: I=80×106 mm4E=200 GPa

Q: Using Superposition Method: Determine the midspan deflection of the beam in millimeters shown in…

Q: Determine the smallest moment of inertia I required for the beam showed so that it's maximum…

A: To determine the smallest moment of inertia for the given beam, satisfying the allowable maximum…

Q: A cantilever beam supports a uniformly varying shown in the figure. If EI = 300.65 kN - m², detern…

Q: Find the deflection at point D using a virtual method. Show complete solution and dimensional…

Q: for the beam shown in figure, find the value of rotation at supports and the value of deflection at…

A: ∑MB=0RA×8=100×6+12×60×3×2+23RA=108.75kNRA+RB=100+12×3×60RB=81.25N

Q: using the moment area theorems determine the deflection at point B.

A: ###Calculation of deflection at B using Area Moment Diagram

Q: Determine the slope & deflection at the free end of the cantilever beam shown in figure, by…

Q: Use any geometric method to solve the response of the bean, Determine the maximum deflection (in mm)…

Q: For the beam shown in figure 14.11(a) calculate the maximum deflection. E = 200 GPa; I=6×10* m¹ (a)…

A: Given data E = 200 GPA I = 6 × 10-6 m4 Find maximum deflection in beam using Macaulay method.

Q: 70kN 60KN 12KN/m 25KN.m. B C E A 6m 2m 2m 2m 21

Q: Determine the maximum deflection of the beams given below using Area-Moment Method.

A: Given Data E = 70 GPa I = 500 × 106 mm4 Determine the maximum deflection of the beam using Area…

Q: An overhanging beam is loaded as shown below. Calculate the deflections under the two loads 80kN and…

A: GIVEN DATA:-⇒Overhanging beam (single side) of span = 12 m⇒Loads = point loads:-(1) 80 KN(2) 120…

Q: 4) A cantilever beam supports a uniformly varying load and a couple as shown in the figure. If EI =…

Q: From the beam shown below, determine the maximum deflection and maximum slope of the beam. Use…

Q: 5280 N/m 2760 N/m A В IC 4.5 m 3.5 m

A: In the conjugate beam method, bending moment, curvature, slope, and deflection are all related in a…

Q: E = 200 GPa 48 kN/m DA section is 8 KN Im 5130 X 15 BA

A: A simply supported beam with UVL as followssection is Moment of inertia(I)=modulus of…

Q: 4) A cantilever beam supports a uniformly varying load and a couple as shown in the figure. If EI =…

A: Given data EI = 300.65 KNm2

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

Solve the slope and deflection of the compound
beam shown at E which is located 2.5m to the right
of A. Use Conjugate Beam Method.
37 kN/m
5 m
I= 1680x10 mm
Hinge
TV/
B
-2.5 m-
I= 1260x10 mm
E = constant = 205 GPa
155 kN
2.5 m-
D

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

VIEW

Step by step

Solved in 2 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

4) A cantilever beam supports a uniformly varying load and a couple as shown in the figure. If EI = 300.65 kN m², determine the value of maximum deflection in millimeters. 4m B 180 N-m 2m 10 N/m
Determine the maximum deflection for the beam shown Using the area moment method
Please answer fast and correct. I will hit the like. Don't copy from other site.
Use double integration method
Determine the slopes and deflections at points B and D of the beam shown. a. Using the Double Integration Method. 37 kN/m Hinge 155 kN A 5 m -2.5 m -2.5 m- El = constant E = 200 GPa I = 146 × 10° mm
Use the virtual work method to determine the deflection at point C of the beam.
Using Double Interation Method, determine the deflection of beam at a distance of 7.0 meters from theleft support (R1) if EI is constant.
Use the moment-area method to determine the lateral deflection at point D for the structure shown in Figure 1. 59 kN 100 kN 1m - 1m B D E = 200 GPa I = 1x10-4 m* 4 m A TTTT t
Solve using conjugate beam method
For the beam shown, solve for the deflection (in mm.) at B. Use the following data: W = 2.3 kN/m L= 5 meters E = 357 GPa |= 305 x 10^6 mm^4 ROUND OFF TO THREE DECIMAL PLACES. INPUT THE VALUE ONLY W kN/m A В L m.