Q1: (a) Derive expressions for the maximum slop and deflection of the cantilever beamshown in Figure (1) below. (b) If W-10 kN/m. and L -3.5 m, determine the slop anddeflection at 2 m from point A. Elasticity modulus, E-210 GN/m² and the moment ofinertia, I=200 x 10 m².Figure (1)3W

Answered: Image /qna-images/answer/b7002fc8-dc9a-4dc2-a551-b240ad9ba761.jpg

Answered: n Figure (1) below. (b) If W-10 kN/m,…

n Figure (1) below. (b) If W-10 kN/m, and L -3.5 m, determine the sla en at 2 m from point A. Elasticity medulus, E-210 GN/m² and the mon -200 x 10 m. og wwwwww

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 bar is subjected to the axial load. There is a shaded section which is oriented at 8 from the…

Q: A cantiliver beam Cm long carries a uniformly distributed load of 18 kN/m throughout its length and…

Q: 1. A reinforced concrete column 400 mm in diameter is designed to carry an axial compressive load of…

Q: A 1.2-m length of a steel pipe 500 kN of 200-mm outer diameter and 12-mm wall thickness is used as a…

A: Given data in question Load Length Outer diameter Thickness Poissons ratio Elasticity modulus To…

Q: Fig.1 x Gool ba Area = 0.0012m² +REA = A 400 KN Determine the FF. 1. Bo 3. Stress BO 4. Stress BE…

A: Determine reaction at support and find stresses in BD,BE and CE

Q: The safe stress, for a hollow column carries an axial load of 2.1 × 103kN is 125MPa. If the external…

Q: A square tube column, made from medium carbon steel AISI 1040 (E = 207 GPa and Sy = 290 MPa), has…

Q: Given is the 200mm X 400 mm rectangular beam below. 9 kN 7.50 kN/m 400 mm 1.50 kNm 1.50m 7.50m 200…

Q: circumferential stress?

A: Given data, Inner radius,r=725 mminternal pressure,p=6 MPathickness,t=5 mmDetermine average…

Q: H.W. A concrete slab, 40 ft long, 11 ft wide, and 9 in . thick, is placed on a subgrade having a…

Q: SIT G. Kkkj = 2 x10-4 H=3 m Kkk2 = 3 x102 cm/s H= 4 m Kkk3 = 4 x10“ cm/s H= 5 m a. Compute the…

A: Permeability is given

Q: For the beam shown, determine the following: a. Flexural stress at the edge of the topmost fiber at…

A: ASKED: To determine: flexural stress at the topmost fiber at the midspan of the beam flexural…

Q: Compute the resultant of the two concentrated loads and a distributed load shown in the following…

A: The resultant can be calculated by summing up the forces using vector addition. The location of…

Q: The one-story building shown below has a rigid horizontal member to which a horizontal dynamic force…

Q: A trailer truck crossing a 10-m span circular beam ( D = 400 mm ) has axle loads of 7 kN, 9 kN, and…

Q: and details shown in the below figure carries a dead load of WD-10 kN (include beam weight). By…

Q: 2.Calculate the earth pressure acting on a concrete structure P Pa Ly Lat P Lx1=4 M Ly1=8 M Lz=2 M…

Q: Determine Determine the Maximum Tensile Flexural Stress. the Maximum Vertical Shear Stress.

A: Flexural strength of any beam is the stress at which bending failure occurs. It is also known as…

Q: Question 5 of 5 View Policies Current Attempt in Progress Construct the shear-force diagram and…

Q: 9. A cylindrical pressurized air freshener container of height 100 mm and diameter 50 mm has flat…

Q: he length of cantilever beam is 1m which is suspended with a load of 150gm .the depression is found…

A: Young's modulus is generally a measure of the ability of beam to withstand changes in length when…

Q: The beam of section and details shown in the below figure carries a dead load of WD-10 kN (include…

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x106/°C, AT=…

Q: II- Flexure Formula . A simply supported beam 13.12 feet length carries a uniformly distributed load…

A: L=13.12ft L=4m W=50000N/m

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm', E1 = 70 GPa, al= 22x10*/C, AT=…

Q: 3. Determine the maximum value (Qc)max and the minimum value (Qc)min under the action of moving…

A: The figure is shown below,

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm", E1 = 70 GPa, al= 22x10 /C, AT=…

Q: A simply supported beam, 2 in wide by 4 in high and 12 ft long is subjected to a concentrated load…

Q: Detertmine e Strain if atruss is 20 N/m and E=50 Nl eam?

A: The given question is related with solid mechanics . In this question we are provided with value of…

Q: 0.7 m 1.6 m 800 N 1m BRUOR 200 N 0.7 m To bool -1.5 m-

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 70 GPa, a1= 22x106/°C, %3D…

Q: A reinforced concrete column carries a dead axial load of 500 kN, a live axial load of 650 kN and a…

A: Given Data:dead axial load=500kNlive axial load= 650kNearthquake load= 270kNfc=27.6MpaFy= 350Mpa

Q: Exercise 2: A simple beam of span length 3.2 m carries a uniform load of intensity 48 kN/m. The…

Q: Defferentiate the following terms; 1.Resilience and proof resilience 2.proof resilience and modulus…

Q: Please calculate the following for the following problems. Please show all the work with…

A: Step 1:

Q: The beam shown has a rectangular cross section with a depth h = 240 mm. Determine the width b of the…

A: It is required to find the width of the beam.

Q: Determine the magnitude and location of the resultant for the distributed load system shown with…

Q: The distributed load shown is supported by a box beam shown using four pieces of 75mm x 200mm plank…

A: Solution: Given Data: Let RA and RB be vertical reaction at A and B∑V=0RA+RB=W×10RA+RB=10W…

Q: 5. Bridge piers belong to which part of a bridge? ( ) A. Bridge superstructure B. Bridge…

A: "Since you have asked multiple question, we will solve the first question for you. If you want any…

Question

Q1: (a) Derive expressions for the maximum slop and deflection of the cantilever beam
shown in Figure (1) below. (b) If W-10 kN/m. and L -3.5 m, determine the slop and
deflection at 2 m from point A. Elasticity modulus, E-210 GN/m² and the moment of
inertia, I=200 x 10 m².
Figure (1)
3W

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 8 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

A homogenous rigid block subjected to the loading shown in figure is supported by three steel rod with equal diameter of 25 mm. Find the stress experienced by each rod. A B C 90 kN 2 m D 45 KN E 1m1m1m1m|
Problem 1 Determine the minimum height h of the beam shown in the Fig. if the flexural stress is not to exceed 23 MPa. The width of the beam is 75 mm. 5 KN 1m 2.5 kN/m R₁ 3m 2 m R₂ 75 mm h
Determine the maximum normal stress and the maximum shear stress, making the graph of the corresponding diagrams. Also determine the diagram of tangential efforts.
Note: Please avoid rounding off values during the course of solution proper as much as possible. Write the final answer in 4 decimal places
Vertical stress due to a line load Homework: An inclined line load of magnitude 10 kN/m. Determine the increase of vertical stress Aoz at point A due to the line load. 10 KNm Univeiy of Al-Q 5m College Of Engi
9. Determine the lateral deflections at failure of a 3 m long aluminum column of 70 mm external diameter and 3 mm wall thickness for various boundary conditions. Assume a yield stress of 290 MPa and Young's modulus of 72 GPa. 10. Derive a parabolic formula of the general type P/A = o – C(L/r)² that will be applicable to aluminum alloy columns with hinged ends. Assume that the parabolic formula will be tangent to an Euler formula with a factor of safety of 2. Use o = 110 MPa and E = 70 GPa. %3D
Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x106/°C, AT= -30 °C, ɛ = 1150 x 10 mm/mm, h 3.75 m, a = 1.75 m, b= 1.25 m h P (1) B a b
A thin cylinder of inner radius 725 mm and thickness 5mm subjected to an internal pressure of 6Mpa. Find average circumferential stress?
A thin cylinder of inner radius 725 mm and thickness 5mm subjected to an internal pressure of 6Mpa. Find average circumferential stress?
Use transformed sec method please
Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x106/°C, AT= -30 °C , 8 = 1150 x 106 mm/mm, h 3.75 m, a = 1.75 m , b = 1.25 m (1) А B a b
Question: Calculate for Mmax of the beam