Answered: For the beam loaded as shown in Figure,…

For the beam loaded as shown in Figure, determine (a) the deflection and slope under the load 1kN and (b) the maximum deflection between the supports. 1kN 4m 2m

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: Question 61 The conjugate beam A'B' for the real beam AB is shown below. Determine the magnitude of…

A: The moment diagram of the beam is considered as load and that beam is known as the conjugate beam.…

Q: Using the method of joints, determine the force in each member of the truss shown. M D TT F 4¹ B E…

Q: If x is measured from the left end of the beam, compute for the deflection at x = 7m. Also,…

A: Force in the vertical direction - RA + RB = 2×2 + 5RA + RB = 9 ....1Sum of the moment…

Q: E=160 GPa I= 65.0*106mm4 What is the slope and deflection at the end of the beam?

A: Given,

Q: For a 200 mm x 200 mm beam shown below with E = 20 GPa, select in the choices %3D the value that…

A: Given that; Size of the beam=200 mm×200 mm E=20 GPaFinding Reactions and…

Q: For the loaded beam shown, using moment - area method. a. Determine the value of ElS at mid span and…

A: The free body diagram of the section is :

Q: r the cantilever beam and loading shown, determine the slope and deflection at point B. e E = 200…

A: GIVEN DATA:-⇒D= 44 mm⇒E= 200 GPa⇒Span = 1m⇒UDL loading= 2.6 KN/m⇒Point Load= 0.500 KN

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa;…

Q: 5. For the beam loaded as shown, find the slope at the right support and the deflection at point A.…

A: Given: Required: Slope at right support and deflection at A

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: Determine the mid support deflection and the overhang deflection if E=20GPA, I= 1350 x 105 mm4

Q: = 1m = 33 KN/m = 3.3 x 108 mm4 = 200 GPa 3 -L-

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…

Q: The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E = 200 GPa; I…

Q: The beam shown is fixed at A and to be supported by rod BC at B. The beam carries a uniform load w =…

Q: 2m 3P KN +4 7m 4.5m 4P KN B Umu

A: As per company's guidelines we can only answer first three questions. Kindly post other question as…

Q: The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi;…

A: given- an overhange beam carrying UDL and UVL. required- to find slope at E and deflection at C

Q: Simply supported beam A carries a point load at its midspan. Another identical beam B carries the…

Q: beam at C. Assume a constant value of El = 29 x 106 lb-ft² for the beam; wo = 7100 lb/ft, LAB = 4.5…

Q: a. Determine the value of El6 at mid span and under the concentrated load t b. Determine the…

Q: For the loaded beam shown, using moment - area method. a. Determine the value of El6 at mid span and…

Q: A cantilever beam is made by using cross-section as given figure. If a hogging bending moment of 0.4…

Q: Solution accu

Q: Determine the maximum deflection for the beam shown by the moment-area method

A: Draw the free-body diagram of the beam.

Q: 3. Determine the location and magnitude of the maximum deflection along the beam. Portion AB has…

Q: 9kN/m 3m 3m 2m А В C D Figure Q2 (b)

A: Using the double integration method to calculate the maximum deflection in the beam. In the double…

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…

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

Q: Civil Engineering 20 k 1,5 in. F12 ft--12 ft- 24 ft– actual beam (a) Find the Deflection at B, By…

Q: 10 Kips/ft A B 6' 6' 6' –

Q: A simply supported beam with P1=52kN, P2=60 kN and w=20kN/m has the loadings shown. If the value of…

A: Answer We can calculate the deflection at point C using the Double integration method EId2ydx2=M M…

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: Given E = 29000 ksi, the cross-section area of the top and bottom chord members = 1500mm^2 and o the…

Q: A beam with length L is FIXED at both ends. It is loaded with a concentrated force P at L/3 trom the…

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…

Q: I need help with this exercise from my homework. I have no idea about how to solve it. I need an…

A: Step 1: Step 2: Step 3: Step 4:

Q: Plane frame below is analysed by neglecting axial deformations. Following statements are made w.r.t…

Q: If the midspan deflection is 50mm, and the load P = 15KN, determine the maximum length L of the beam…

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

2. For the beam loaded as shown in Figure, determine (a) the deflection and slope
under the load 1kN and (b) the maximum deflection between the supports.
1kN
4m
2m

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: Determination of deflection and slope under unit load

VIEW

Step 3: Maximum deflection between the supports

VIEW

Step by step

Solved in 3 steps with 19 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

From the given figure: Let P = 63kips, L = 10ft, a = 6ft %3D = Pa (- +L), and the elastic curve is Ely = Paz (- + L) Ра if the equation of the slope is EIy 6 determine the maximum deflection at segment AB from point A. E = 29 x 10^6 psi, I = 722 in^4 Note: Answer in three decimal places A В L- -а —
For the beam shown, Given: f'c = 24 MPa fs = 115 MPa n - 8 a. Locate the neutral axis when the beam is already cracked. b. Determine the moment of inertia at the neutral axis of the cracked beam. c. Determine the allowable moment of the cracked beam. 150 mm 150 mm 150 mm 150 mm 575 mm 5- 20 mm 70 mm 70 mm
1. The simply supported beam shown carries a load that varies from zero at A to 48kN/m at B. Compute (a) slope of the elastic curve at A; (b) slope of the elastic curve at B; (c) deflection 4m to the right of A. EI = constant 48 kN/m A B 6 m
In the restrained beam shown, solve for the following a. end moments b. max deflection note: use double integration method 3 kN m 15KN 1m im
Prob 5. Calculate the maximum deflection dmax and the angle of deflection on the supports of a uniformly loaded simple beam loaded as shown. The maximum bending stress is o=60 MPa. The cross section of the beam is square with a length of 8 cm on each side. The beam is made of aluminum having modulus of elasticity E = 70 GPa. q = 2.0 kN/m L= 2.0 m
Determine the midspan deflection of the beam having a span of 24 m under a prestressing force of 6100KN. Take self-weight of the beam= 12 kN/m. (Note: include the sign if the answer is negative) (meters) E = 28 x 106 kN/m² | = 0.06396 m4 CGC CGS 260 mm 8 m 8 m 24 m
Please answer according to the question For 200mm x 200mm beam shown below with E=20 GPa Use conjugate beam method DetermineREACTION at D in KN Deflection at B and C in mm
A simply supported beam with P1=76kN, P2=50 kN and w=31kN/m has the loadings shown. If the value of x is 3.7m, calculate the deflection at B in terms of EI Answer: -6,406.2523 Need solution
The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E = 200 GPa; I = 370 × 106 mmª]. For the loading shown, determine the beam deflection vc at point C. Assume P = 51 kN, w = 18 kN/m, LAB = LBC = 2.8 m, LcD = 2.2 m. C LẠB LBC LCD mm. Answer: vc =
Calculate the value of the deflection at point B due to concentrated load P in the form Calculate the vertical reaction at support D. Calculate the vertical reaction at support A. Find the maximum bending moment in the beam Calculate the magnitude maximum bending stress in the beam.
The 100 N block hits the simply supported beam at its mid span after a drop of 10mm as shown in the figure, consider flexural rigidity of the beam as 1728N-m². The dynamic deflection (in mm) at mid span is (a) 6.86 (c) 4.38 100N W 0.6m 10mm 0.6m (b) 8.86 (d) 6.34
The 100 N block hits the simply supported beam at its mid span after a drop of 10mm as shown in the figure, consider flexural rigidity of the beam as 1728N-m². The dynamic deflection (in mm) at mid span is 100N W 0.6m 10mm 0.6m