Problem No. 2 For the beam shown below has the following properties E = 350,000MPа 440x10³mm* determine the following: Calculate the Deflection at Mid Span using DIM • Calculate the Location of the Maximum Deflection using DIM Calculate the Deflection at the point of Zero Slope using DIM Calculate the Location of the Maximum Deflection using AMM Calculate the Deflection at the point of Zero Slope using AMM 55 KN I -1.0- -3.0- 30 kN/m 2.02.0 45 kN/m

Problem No. 2 For the beam shown below has the following properties E = 350,000MPа 440x10³mm* determine the following: Calculate the Deflection at Mid Span using DIM • Calculate the Location of the Maximum Deflection using DIM Calculate the Deflection at the point of Zero Slope using DIM Calculate the Location of the Maximum Deflection using AMM Calculate the Deflection at the point of Zero Slope using AMM 55 KN I -1.0- -3.0- 30 kN/m 2.02.0 45 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: a) Using Macauley's Method, calculate a general expression in terms of Young's Modulus, E, and…

A: Find: Macauley's method (a) Expression for deflection (b) Deflection at 1.1 m from left hand side…

Q: A simply supported beam is loaded as shown below. Using superposition method, determine its maximum…

Q: Calculate the deflection at the center of a simply supported beam in mm, if the beam has a length…

A: Given data- EI=4.5 m4 Pa

Q: Calculate for the moment of inertia for the beam shown below so that the maximum deflection will not…

Q: For the Beams Shown below solve each of the Following: Deflection at Points B C and D for the…

Q: simply supported steel beam with a moment of inertia of 60 x 106 mm4 of length 7 m has a…

Q: Problem 3 The bar CBA is axially loaded by force P at end A and by force Q at section B. The entire…

A: Given data, P = 4 kN E = 70 GPa Lab = 0.4 m Lbc = 0.5 m

Q: scontinuity functions to compute (a) the slope of the beam at B and (b) the deflection El = 27 x 106…

Q: Q3) Several forces are applied to the steel pipe assembly shown below. The pipe has inner and outer…

A: A pipe section is given below. To this load are applied as mentioned. The pipe is fixed at its base…

Q: Use Any between AMM and CBM to determine the slopes and deflections at point D of the beam shown.…

Q: ased on the following illustration, solve the following questions: 15kN 5kN/m 5m 5m 5m the beam is…

Q: Determine the maximum deflection for the beam shown by the conjugate-beam method. 80 kN B 12 m 12 m…

Q: A Dazenle ve Oluştur • Part A- Reaction force at C' after the loac hea been applied hind the magntu…

Q: The beam shown has a rectangular cross section of 150mm x 200mm and is made of a material with a…

Q: W = 30 K/m L= 3m E- 18GPA;b=200 mm %3D d: 400 mm

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

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

Q: A 1 m 10 kN 1 m 5 kN/m 21 2 m B

Q: 2KN/ EI = 1600NM² 6m 4m Figure 06

Q: L- 60 kN %3D D- 15 kN/m -5m

A: Solution:- We know that, the deflection in cantilever due to point load at free end is; ∆=P×L33×EI…

Q: Problem 3 For the beam shown in the figure, a) Derive the equation of the elastic curve. b) Compute…

Q: Using Double Integration Method Calculate the deflection at the free end of the beam shown below.…

Q: Problem: Determine the midspan deflection, and if the deflection max is limited to 6 mm, find Ely =…

A: Introduction- The tangent traced to the elasticity curve at the moment of maximum deflection in…

Q: E : 29110° Ksi I: 20 in" • Determine the vertical deflection at D 10 K lf+ D B 204 C 2 ft ト 201 21

Q: Calculate for the moment of inertia for the beam shown below so that the maximum deflection will not…

Q: The cantilever beam shown with uniform cross- 2 section having flexural rigidity El= 24.0 MN.m, L=…

Q: Problem 4: If the material of the beam has an allowable bending stress of Galow = 175 MPa. determine…

A: dear student as per our company guidelines i am solving problem 4 only

Q: The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E = 200…

A: The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E = 200…

Q: Using superposition method, determine the maximum deflection of the beam shown below if it has a…

Q: Calculate for the moment of inertia for the beam shown below so that the maximum deflection will not…

A: Given, Span Of the beam = 12m We need to Calculate Momen of intertia (I) value using moment area…

Q: Determine the value of the maximum deflection and the location of the maximum deflection.

Q: Use CONJUGATE BEAM METHOD to Determine the following: (a) slope at A (b) deflection at midspan on…

Q: Determine the Deflection at C. Use the Any Geometric Method (once for DIM, once for AMM, once for…

Q: A 20 kN/m 3 m 1.5 m 20 KN 15 kNm 1.5 m B

Q: Determine the Maximum Deflection of The Beam In Millimeters Unit. Use the Virtual Work Method.…

A: Member - AB - 2I BC - I CD -I E= 200 GPa I= 200×106 mm4 To find- Maximum deflection using virtual…

Q: Question No.2: Use conjugate beam method to determine the maximum values of slope and deflection for…

Q: A propped cantilever beam is loaded by a bending moment of the magnitude M3 at the point B as shown…

Q: In the figure shown, each of the four vertical links connecting the two rigid horizontal members 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

Problem No. 2
For the beam shown below has the following properties E = 350,000MPa 440x108mmª determine the following:
Calculate the Deflection at Mid Span using DIM
Calculate the Location of the Maximum Deflection using DIM
Calculate the Deflection at the point of Zero Slope using DIM
Calculate the Location of the Maximum Deflection using AMM
Calculate the Deflection at the point of Zero Slope using AMM
.
.
.
·
55 KN
-3.0-
30 kN/m
-2.0-2.0-
45 kN/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 6

Step 7

Step by step

Solved in 7 steps with 6 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

20P 20P On the beam given in the figure, calculate the rotation at point A and the maximum deflection in the beam by using one of the elastic curve methods. OB EI 2EI EI 50L L.
Determine the maximum deflection using conjugate beam method of the shown beam.
Q3/ For the beam shown in Fig.2, if the modulus of elasticity (E) equal to 200 GPa, by using Moment - area method method, the maximum deflection is. 20KN/M 60mm 120mm 5m section Fig.2
A simply supported beam carries the load shown. Determine the maximum deflection. Use Conjugate Beam Method 10kN/m A В 6m
For the beam and loading shown below, determine the maximum deflection in mm? Express your answer in absolute value and use three decimal places. E = 12 GPa and I = 41.62 x 10-6 m4. y www 3 KN/m 3.0 m 1.2 m
A cantilever beam of span /carries a uniform distributed load of intensity w throughout its span. Which of the following gives the maximum deflection in the beam? Select the correct response: 5wi4/8EI wi4/2EI wi4/8EI w /2EI
3. For the structure shown beneath, calculate the minimum value for the moment of inertia that would limit the vertical deflection at point E to a maximum of 25 mm knowing that the beams and the columns are of the same cross-section and E = 200 GPa. 9 m 12 kN/m 15 kN/m 10 m D 5m 1523 6 m
A metallic cantilever 150 mm wide, 200 mm deep and 2 m span carries a uniformly varying load of 50 kN/m at the free end to 150 kN/m at fixed end. What will be deflection at the free end. [Take E = 100 GPa] %3D
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
a) Calculate an expression in terms of Young's Modulus, E, and Second Moment of Area, I, for the deflection in the beam shown in Fig. 3.1 at a position 2.3m from the left hand side of the beam (from R₁). R1₁ 2m 17kN/m 20 20 mond 1.5m figure 3.1 If the beam in part a) has the cross-sectional profile as shown below in Fig. 3.2 and a Young's Modulus, E, of 200GN/m². Calculate the magnitude of the deflection at 2.3m from the left-hand side. 20kN 150 Figure 3.2 (All dimensions in mm) 0.5ml R₂ 300
Use Virtual Work Method to solve for the vertical deflection at the C in mm below. Put (-) negative sign if the deflection is downward. 30 kN/m 15 kN-m A 3.2 m 1.8 m 5 m 10 m For AB use (bxh) 200 mm x 200 mm For BCD use (bh) 200 mm x 300 mm E = 205 GPa
Using DIM & AMM: Solve for the maximum deflection of a simple beam 5m long with an 18kN concentrated load located 2m from the left support.