A 3 m long simply supported beam of uniformcross section is subjected to a uniformlydistributed load of w = 20 kN/m in the central 1%3Dm as shown in the figure.w = 20KN/mEl = 30 x 10° Nm1 m- 1 m- -1 mP .QwwwwIf the flexural rigidity (EI) of the beam is 30 × 106N-m2, the maximum slope (expressed in readians)of the deformed beam is

Answered: Image /qna-images/answer/d26a0797-7f52-4064-9c7f-84fc6f1105db.jpg

A 3 m long simply supported beam of uniform cross section is subjected to a uniformly distributed load of w = 20 kN/m in the central 1 %3D m as shown in the figure. w = 20KN/m P . El = 30 x 10° Nm' Q 1 m- 1 m- 1 m -- If the flexural rigidity (EI) of the beam is 30 × 106 N-m2, the maximum slope (expressed in readians) of the deformed beam is

A 3 m long simply supported beam of uniform cross section is subjected to a uniformly distributed load of w = 20 kN/m in the central 1 %3D m as shown in the figure. w = 20KN/m P . El = 30 x 10° Nm' Q 1 m- 1 m- 1 m -- If the flexural rigidity (EI) of the beam is 30 × 106 N-m2, the maximum slope (expressed in readians) of the deformed beam is

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: 100 kN 100 kN (4000 mm²) (5000 mm) D 75 kN 3 m (5000 mm) A (4000 mm?) 4 m E- 200 GPa mm) (4000 mm³)

Q: Figure ▼ Part A FCB = Value 4 ft Submit Request Answer 3 ft Determine the force in member CB of the…

Q: Based on the photo provided: Consider the structure shown consisting of a frame member KD [E = 200…

Q: Compute the vertical displacement of joints Band C for the frame shown in the figure. Given: /= 360…

Q: The beam AB supports two concentrated loads and rests on soil that exerts a linearly distributed…

A: Step 1:Step 2:Step 3:Step 4: Hope this helps!

Q: A sandwich beam having steel faces enclosinga plastic core is subjected to a bending momentM = 5 kN…

A: Given:- M = 5 kN . m. Es = 200 GPa. hp =140 mm, and Ep = 800 MPa. h =146 mm andb =175 mm. To find:-…

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

Q: W ^^ 3m 6m 3m W 6m 6m

Q: A saw-tooth loading is applied as shown in the figure. The flexural stiffness (EI) of the beam is…

A: Given a propped cantilever beam carrying UVL loading. Required- To calculate support reactions.

Q: Answer the problem. Structural theory

A: In this problem, we begin first by examining the given data and illustration. From a structural…

Q: For the simply supported beam as shown in figure. The required section modulus if the allowable…

Q: saw-tooth loading is applied as shown in the figure. The flexural tiffness (EI) of the beam is 1×10³…

A: Given- A propped cantilever beam carrying UVL loading. Required- To calculate support Reactions of a…

Concept explainers

Unit Conversion

Standard units are also called SI units. SI units are used for measuring a physical quantity satisfying certain conditions. There are two types of units: fundamental units and derived units. Fundamental units are physical quantities that are independent, that is, they do not depend on other quantities like mass, length, or time. There are plenty of quantities in our lives which need to be measured and compared. Measuring is the comparison of a particular physical quantity with its reference value. A unit is a measure of a fixed physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.

Question

A 3 m long simply supported beam of uniform
cross section is subjected to a uniformly
distributed load of w = 20 kN/m in the central 1
%3D
m as shown in the figure.
w = 20KN/m
El = 30 x 10° Nm
1 m- 1 m- -1 m
P .
Q
wwww
If the flexural rigidity (EI) of the beam is 30 × 106
N-m2, the maximum slope (expressed in readians)
of the deformed beam is

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 2 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

The simply supported beam of length L = 12 m carries a uniformly distributed load of intensity w0 = 17.5 kN/m over its entire span. Find the lightest W-shape for which the bending stress does not exceed 120 MPa. What is the actual bending stress in the beam selected?
W B P Assume that the Beam is all the same material. Calculate Q (that we use in the shear stress formula) for the marked position B. P=61.1 mm, J-35.2 mm, W-192.5 mm Q should be given in mm^3 in Whole Numbers.
Can you please answer this question
please confirm the answer for this.
5. The beam is subjected to the loading as in the figure below. Determine_the absolute maximum bending stress in the beam at x = 1.5 m. This beam has a rectangular cross section with base = 27.5 mm, height = 50 mm. Neglect the weight %3D %3D of the beam. 6 kN/m A 3 m
A vertical tapered rod of length L has its diameter varying linearly from 'd' at lower end to D at the upper end which has fixed support. Young's modulus of the material is E. Show that the elongation 4FL of the rod at its lower end when subjected to a longitudinal force Fis given by 8 TdDE
The pin-jointed frame in the figure below has members of cross-sectional area A=1200mm² and young modulus of elasticity of 200.5 GPa. If a vertical concentrated load of 1200KN (downward) and horizontal force of 800KN (to the right) are applied at Point D. Determine: a. The vertical displacement at D in mm. b. The horizontal displacement at D in mm. c. The stress of AD due to actual loads in kN. d. The stress of AB due to horizontal unit load. e. The stress of BD due to vertical unit load. 4m B 3m C 3m F E
The steel beam has the cross section shown. The beam length is L = 5.3 m, and the cross-sectional dimensions are d = 305 mm, bf = 200 mm, tf = 15 mm, and tw = 6 mm. Calculate the largest intensity of distributed load wo that can be supported by this beam if the allowable bending stress is 155 MPa. %3D Wo B Answer: Wo = i kN/m
The two sub questions and question g as well :
A pin-jointed 2-D truss is loaded with a vertical load of 10 kN as shown in figure. The crosssectional area of the horizontal member is 150 mm² and cross-section areas of the members AC and BC are 200 mm² each. Modulus of elasticity of the truss material is 200 kN/mm². The magnitude of horizontal displacement (in mm, round off to two decimal places) of joint Cis A -6m 10 KN 5 m 4.5 m
The cantilever beam shown in Figure A is subjected to load magnitudes of Pz = 3.0 kips and Py = 8.1 kips. The flanged cross section shown in Figure B has dimensions of bf = 7.1 in., tf = 0.55 in., d = 11.5 in., and t = 0.35 in. Using L = 70 in., determine: (a) the bending stress at point A. (b) the bending stress at point B. (c) the angle for the orientation of the neutral axis relative to the +z axis. Note that positive angles rotate clockwise from the+z axis. FIGURE A P₂ L B tw bf D FIGURE B
Structure analysis