Answered: For the beam shown, determine the…

For the beam shown, determine the following: a. Rotation at B in degrees. b. Rotation at E in degrees. c. Deflection at E in meters. Use EI = 200 kN-m² 5 kN/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: or the beam loaded as shown in the figure below, determine the following unknown using any geomet…

A: E=120GPa To find deflection at point C

Q: 102 kN/m L/4 L 8 meter

A: Free body diagram - Due to symmetry of forces reaction force at both the ends is same- RF = RG =…

Q: X kN/m A 5 m 5 m Figure 2: Simply supported beam A 10 meter simply supported beam made of A-36 steel…

A: Note: Hi! Thank you for the question As per the honour code, We’ll answer the first question since…

Q: A simply supported beam with length l is loaded with a uniformly distributed load w. What is the…

A: A simply supported beam is the beam that stays on two supports and is free to move horizontally. It…

Q: For the beam shown in figure, find the deflection and rotation at Free end by using double…

Q: Find the maximum upward deflection in mm of the overhang beam shown in the figure. Use EI = 1000…

Q: 2. The beam shown has a rectangular cross section 4 inches wide by 8 inches deep. Compute the value…

Q: A cantilever beam is loaded as shown in the figure. Assume El is constant. Determine the deflection…

Q: 2. A simply supported beam carries a load as shown in the figure below. What is the value of…

Q: From the given figure, compute the maximum deflection and rotation at the free end of the cantilever…

A: Given data:

Q: For the beam shown, solve for the deflection (in mm.) at B. Use the following data: W = 1.8 kN/m…

A: Deflection can be computed directly by using the standard formula for the given case

Q: We are given the beam shown in Fig. 4. The moment of inertia of member AB is two times bigger than…

A: E = 5000 ksi = 720000.00 ksf I = 1000 in4 = 0.0482 ft4

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: Determine the maximum deflection of the solid circular shaft illustrated in Figure 3. The shaft is…

Q: For the beam and loading shown in Figure, determine the beam deflection at point E. Assume that EI =…

A: EI=6×104 KN m2 To find: The beam deflection at point E.

Q: For the beam and loading shown in Figure, determine the beam deflection at point E. Assume that EI =…

A: EI = 6 × 104 KNm2 Determine the deflection at point-E of the beam.

Q: Find the: Reaction in A, Reaction in B, the maximum deflection in mm, the θ (in degrees) at A, and…

Q: Solve the following on the figure shown. a. Solve the deflection at H.

A: To solve for deflection in a simply supported beam with uniformly distributed load over its entire…

Q: A simply supported beam is loaded by a couple M at its right end. Find the M location of the maximum…

Q: A simply supported beam is shown in the figure. El = 56,000 kN-m2. Using Double Integration Method…

Q: The quadrantal ring, as shown in the figure below, is of radius 2 m. It supports a concentrated load…

A: Consider the given figure. Since no horizontal load at A is acting so introduce a dummy load F.…

Q: A simply supported beam carries a load as shown in the figure below. What is the value of deflection…

Q: Calculate the value of the deflection at point C. Enter your answer in mm to three decimal places.…

A: Given:Required:Deflection at C

Q: Determine the maximum deflection of the beam shown in Figure 4. Take El is constant

A: Using the double integration method to determine the maximum deflection in the beam, in this method…

Q: . For the beam loaded as shown in the figure below, determine the following unknowns using a…

Q: For the beam loaded as shown in the figure below, determine the following unknowns using any…

A: To find deflection at point C

Q: E = 29,000 ksi I= 20 in 150 Ib 240 lb 0.3 k/ft B A 10 ft 8 ft 10 ft

A: Given data: E=29000 ksiI=20 in4EI=29000×20=580000 K.in2EI=4027.78 k.ft2

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: Two hard rubber blocks [G = 320 kPa] are used in an anti-vibration mount to support a small machine…

Q: ation, determine the deflection at the free end of the beam shown 60 kN 300 kN–m 5 m 5 m L= 10 m El…

A: Consider the given figure Moment at fixed end due to point load at C MA=60×10 =600 kNm

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

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

Q: 20kN/m 20kN/m 1m 2m 1m 1m 5m

A: A loaded beam is given and it has been asked to determine deflection at F using virtual work method.…

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

Q: Use Castigliano's second theorem to determine the deflection at the point B of the cantilever beam…

A: Given data I = 670 × 106 mm4 E = 300 GPA = 300 × 103 N/mm2

Q: 60 kN 32 kN / m C EI 1.2 El 4 m 2 m 2m

Q: determine the deflection at C in mm using Conjugate Beam Method. Consider 150 mm x 200 (b x h) mm…

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

For the beam shown, determine the following:
a. Rotation at B in degrees.
b. Rotation at E in degrees.
c. Deflection at E in meters.
Use EI = 200 kN-m²
A
1m
60 kN-m
B
2m
C
5 kN/m
↓↓
2m
D E
1m

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 by step

Solved in 4 steps with 13 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

Q1/ Determine the deflection at point B of the steel beam ( use Conjugate Beam). I = 800 in E = 29(10³)ksi 45 ft 15 f1-
For the structure shown below, the vertical deflection at point A is given by 3L AT El EI 3L EI 3L –
5. Given the beam loaded as shown, detemine the deflection at the free end in terms of EI. Use Conjugate Beam Method 6 kN/m B 8 m -8 m- 24 kN 72 kN
Calculate the deflection at end B. Integration method.
A IS AT THE FIXED SUPPORT point B is 6 meters from left support, point C is 9 meters from left support . D AT THE END
Determine the value of vertical deflection at F (mm). The El value of the cantilever ABC varies linearly from 2El at the fixed support to El at B and is constant from B to C. ElCANTILEVER BEAM ABC 3080 x 103 kNm2 EAALL FRAME MEMBERS 300 х 103 kN Note: Use two (2) decimal places in the final answer. Do-40 kN pin-jointed frame F E HE MA EI EI 2EI 120 kN VE 4.0 m 4.0 m 4.0 m 4.0 m 8.15 None of the above 5.75 O 9.82 w O'E
2.28 Each of the four vertical links connecting the two rigid horizontal members is made of aluminum (E = 70 GPa) and has a uniform rectangular cross section of 10 × 40 mm. For the loading shown, determine the deflection of (a) point E, (b) point F, (c) point G. A 250 mm 40 mm. B 400 mm Q Search F 250 mm hn D 300 mm 24 KN T
Determine the maximum deflection for the beam shown by the moment-area method
Determine the deflection (mm) at point B of the beam shown below. 250 kN D A 6 m -3 m- -3 m- El = constant E = 200 GPa I = 462 (106) mm4
5. Given the beam loaded as shown, determine the deflection at the free end in terms of EI. Use Conjugate Beam Method A 24 kN -8 m B 72 kN 6 kN/m -8 m- C
Civil Engineering 20 k A 1,5 in. F12 ft--12 ft-–24 ft- actual beam (a) Find the Deflection at B, By Double Integration Method El is constant please show all the steps clearly and show the cuts correct
Solve for the deflection of the beam. F = 819.67