Answered: 12 kN 14 kN 16 kN C E A G B| 000 |D 000…

Engineering

Civil Engineering

12 kN 14 kN 16 kN C E A G B| 000 |D 000 |F 2 m,2 m2 m. 2 m2 m2 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: The beam shown below is subjected to two 4 kN concentrated loads located 1.5 meters from each…

Q: For the beam shown in Fig.2, determine the maximum deflection (represent in mm) of the beam using…

Q: For the beam shown in Fig.3, determine the deflection (represent in mm) at the midpoint of the beam…

A: Find Slope and Deflection EquationsThe deflection of a beam due to bending can be determined by…

Q: QUESTION I - TRUSS For the truss shown below, determine the horizontal deflection of joint B by…

Q: Implementing the Double Integration Method Find the moment M value that will result in a 5.011 mm…

A: Find:Moment M value that will result in a 5.011 mm deflection at the left free-end using Double…

Q: of Ely pan 2000 lb 4000 B

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

A: Given :

Q: 50 kN w = 20kN/m A 4m B 4m RA REAL BEAM Re V (kN) M (kN.m) R1 CONJUGATE BEAM R2

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: 7.35 Use the virtual work method to determine the horizontal deflection at joint E of the frame

A: Given A frame with loading Required Horizontal deflection at E

Q: Use the virtual work method to determine the horizontal deflection at joint C (Ac-x) of the frame…

A: Given data:

Q: A simply supported beam supports a point load Pof 164KN at 1.8m away from the right support…

Q: Problem 13: Determine the horizontal deflection at point D for the frame as shown in figure by…

A: Given : E = 2 X 105 N/mm2 I = 8 X 108 This is a problem of structure where we are asked to…

Q: SOLVE FOR BEAMS DEFLECTION USING VIRTUAL WORK METHOD D(Ctrl) 2 k/ft 10 ft -20 ft 15 ft FIG. P3.5…

A: When at any point we draw the tangent, then the movement at point is termed as the rotation of the…

Q: 6 KN/m

A: consider figure for solution Double intigration method EI = 200×109×250×10-6 N.m2EI = 50,000…

Q: solve only by moment area method

A: Given data Find slope and deflection at point B using Moment area method only.

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: 5 m El = constant 90 kN B

Q: 71 1m 2m 1m

Q: Q. I Determine the slope at the supports of the beam shown in Fig. I using the moment-area method.…

Q: 60KN 12KN/m D 3m 1m 2m 6m

Q: -Use Slope-Deflection Method to solve for the unknowns on the 120mm x 120mm beam shown in the…

Q: 1. By using Conjugate Beam Method, Determine the deflection at the midspanof the beamshown. 30 kN/m…

Q: 8.1: Use the virtual work method to determine the horizontal and vertical deflections at joint B of…

A: Due to issue in Math type , providing handwritten solution

Q: Part 2: for the frame shown below, P=20 kN and a=2 m, Assume I=20000 in and E=30,000 ksi for all…

A: Given:P = 20 kNa = 2mI = 20000 in4E = 30000 ksiRequired:Vertical deflection of E

Q: For the truss shown below, determine the horizontal deflection of joint B by using the virtual work…

Q: Solve the slope and deflection of the compound beam shown at E which is located 2.5m to the right of…

A: EI = 1680 X 106 X 205 X 103 = 344.4 X 1012 Nmm2

Q: 2E1 - 4m 25kN B ΕΙ Hinge 3m 37.5 kNm

A: Given data : Determinate beam with internal hinge at B and fixed and roller support at A and C…

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: 1. By using Double Integration Method, Determine the deflection at the midspan of the beam shown. 30…

A: Given: E=200 GPaI=1460×106 mm4 An overhanging beam with hinge support at A and roller support at B…

Q: By Using Direct Integration Method. a.) Determine the equations for slope and deflection of the…

Q: Use Slope-Deflection Method to solve for the unknows on the 120mm x 120 mm beam shown in the figure.…

Q: Compute the deflection at C using Conjugate Beam method.

Q: USE DOUBLE IN TEGRATION METHOD TO SOLVE THIS. A simply supported beam with a span of 12m is…

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

11.2 Using the slope-deflection method, compute the end moments of members of the beams shown in Fiqure P11.6. Assume support E settles by 50 mm. E = 200 GPa and l= 600 x 10°mm.

11.2 Using the slope-deflection method, compute the end moments of members of the beams
shown in Figure P11.6. Assume support E settles by 50 mm. E= 200 GPa and /= 600 ×
10®mm4.
12 kN
14 kN
16 kN
C
E
A
B
ID
|F
k 2 m
2 m,2 m2 m2 m2 m
Fig. P11.6. Beam.

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 2

Step 3

Step 4

Trending now

This is a popular solution!

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

20 KN Use the virtual work method to determine the horizontal deflection at joint C (Ac-x) of the frame shown in Fig. 2 (A is hinged and D is roller) B 3 kN/m -10 m- C DA 10 m El= constant E = 200 GPa 1=400(106) mm*
7.37 Use the virtual work method to determine the vertical deflection at joint B of the frame. 1 20 kN/m 150 kN B -1.5 m-+-1.5 m- 4 m 5m El = constant E = 200 GPa 1=500(106) mm4
For the beam shown below, determine the vertical deflection at point B by using the virtual work method. El is constant. -5 ft A -5 ft 12 k -5 ft B -5 ft 70 k-ft Fig. 2
1. By using Conjugate Beam Method, Determine the deflection at the midspan of the beam shown. 30 kN/m ↓ ↓ ↓ ↓ ↓ ↓ B 5 m- El = constant E = 200 GPa 1=1460x10 mm² -2 m- C
2. Use the area-moment method to determine the slope and deflection at point B of the beam shown below.
QUESTION I-TRUSS [40] For the truss shown below, determine the horizontal deflection of joint B by using the virtual work method. AE is constant. Take E = 200 GPa and A = 1200 mm². 2.5m 2.5m 10 KN 2.5 m 5.0 m 2.5 m 151 5.0 m Fig. 1
Using conjugate beam method, for the beam shown, If E = 200000MPa, I = 20x10^6mm^4. Determine the slope at B and deflection at D.
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
(1) Using the double integration method, derive the equation of the elastic curve of the cantilever shown in Fig. 1.112. Determine the slope and deflection at the free end if EI = 4000 m²t. 氰 1t/m 3m Fig 1 112 4mt 6 m Fig 1 113 3t/m
For the load and beam shown use the conjugate-beam method to find the deflection at b and the rotation at c. E = 20,000 kN/cm and I = 5,000 cm'. 10 kN to 2 m 2 m 2 m 2 m