Answered: for the beam shown in figure, find the…

for the beam shown in figure, find the value of rotation at supports and the value of deflection at Points Cand D by using double integration. Method? use EI = &nstant والسلم 2m 3m

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: For the given structures, determine the degree of indeterminacy. 1. ♫

A: This question is related to the Structure analysis

Q: For the beam shown, write the shearing and bending moment functions for each segments of the beam.…

A: To simplify the analysis, divide the loads into udl and triangular loads as shown below Now for…

Q: Draw the shear and bending moment diagrams for each beam loaded as shown 1. 60 k 150 k-ft B C -10…

Q: Two flat parallel plates are separated by a small gap h filled with an incompressible fluid of…

A: Given data:

Q: The power dissipation in each of four parallel branches is 1 W. The total power dissipation is (a) 1…

Q: 1.Analyze the given frames by solving moment at the supports using moment distribution method,…

Q: Under a given surcharge, a 5.1 m thick layer has consolidation settlement of 306 mm. Assume Cv=0.003…

Q: upvote for handwritten. Please skip if you have already done this. Thank you

Q: 1. Using the conjugate beam method, determine the slope and deflection at point B of the beam ABC…

A: Using conjugate beam method , Calculation of deflection and slope at B

Q: Use the graphical method to construct the shear-force and bending-moment diagrams for the beam…

A: Given A cantilever beam Required Shear force and bending moment diagram using area method. And…

Q: A beam shown below, 200mm wide by 350mm deep, is loaded as shown in figure below. Determine the…

Q: Use E = 200 Gpa and I = 140 x 106mmª. 40 kN ๓๐. 6m B 3m

Q: 2. Calculate the slope and deflection at the free end. 20 kN/m 6m 2

A: Answer :- For cantilever beam Slope at free end due uniformly distributed load = WL3/6EI Where W =…

Q: 2. Determine the centroid (x, y) of the shaded area.

Q: For the given structures, determine the degree of indeterminacy. 4.

A: Degree of indeterminacy for the above structure Ds= 3m+r-3j Where, m= number of members…

Q: A sample of dry sand is subjected to a tri- axial test. The angle of internal friction is 34.8°. The…

Q: Draw the shear and moment diagrams of the beams loaded as shown in the figure below and calculate…

Q: An steel shaft consists of a hollow shaft 3m long, with an outside diameter of 200mm and an inside…

Q: shear-force and bending-moment diagrams for the beam shown. Let a = 3.7 ft, b = 11.1 ft, c = 0.6 ft,…

Q: For the beam shown, the magnitude of the distributed load is wo = 11.2 kN/m and the beam lengths are…

Q: Standard form of contract is a printed document containing all the standard condition that will bind…

A: Upon acceptance of the tender, the contractor has to deposit 10% of the amount as security money…

Q: For the given structures, determine the degree of indeterminacy. 7. A 7

Q: if the corrected vertical and horizontal alignment of the sides of the traverse (ABCDE) are as they…

A: To Determine Coordinates of points B,C,D & E

Q: Using the energy method, determine the vertical deflection of point D in the cantilever beam under…

A: To determine deflection at 'D', fictitious load of P is applied at D as shown in figure.

Q: Under normal loading condition, a 3.6-m thick clay (normally consolidated) has po = 190 kPa and eo =…

Q: The figure above shows a static indeterminate beam ABCD. The beam has a fixed joint bearing in A and…

Q: The boring bar of a boring machine is 25 mm in diameter. During operation, the bar gets twisted…

A: given- diameter of boring bar d=25 mmtwisting angle θ=0.01 radianshear stress τ=42 N/mm2G=0.84×105…

Q: The steel rod is stress-free before the axial loads P₁ =169 kN and P2 = 88 kN are applied to the…

Q: A crude diving board is made by nailing two metric-sized wood boards together as shown in Figure…

A: Calculate the moment of inertia for AD and EC. I1=1120.2860.0893=16.8×10-5m4 Calculate the moment of…

Q: 40kips at 6ft from support A 45 degree 3 k/ft B L = 20 ft El = constant E = 29,000 ksi 3.a. Find…

A: Given question Simply support 20 ft length beam with UDL load of 3 k/ft throughout the beam and 45°…

Q: For a runway at an elevation of 1000 m above MSL and airport reference temperature of 16 °C, the…

A: Given, Airport reference temperature, ART = 16 oC Runway elevation = 1000 m above MSL Standard…

Q: Draw the shear and moment diagrams of the beams loaded as shown in the figure below and calculate…

Q: Draw the shear-force and bending-moment diagrams for the beam shown. Determine the shear force 9.5…

Q: 3. Draw the shear and moment diagrams of the beams loaded as shown in the figure below and calculate…

A: Given: A fixed beam Required: Shear and moment diagram and deflection at 3 m from left support

Q: If 5.6 m^3 of oil weighs 46,800N, calculate the Density. A) 825 kg/m^3 B) 852 kg/m^3 C) 8357.14…

A: Given data :- Volume of oil = 5.6 m3 Weight of Oil = 46800 N Now For the given oil we have to…

Q: Determine the value of ??? at midspan of the simply supported beam. Is the deflection up or down?

A: Calculation of Mid span deflection of Beam and Direction #####

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

A: Deflection: The movement of the beam from its original position to another position without any…

Q: For the given vectors V₁ and V₂, determine V₁ + V₂, V₁ + V₂, V₁-V2, V₁ V2, V₁ V₂. Consider the…

A: V1=11 V2=13

Q: For the given structures, determine the degree of indeterminacy. 3. 3

A: Given data in question Beam To find out Degree of indeterminacy Note Ds= degree of static…

Q: 7.

A: Given that frame Three fixed end supports Fixed support has 3 reactions Members m =10 Joints j = 9

Q: What type of architecture is this?

A: Answer:- It is the METABOLISM TYPE ARCHITECTURE and it is Residential Building and/or Office…

Q: 2. Calculate the value of y at the free-end, slope at the supports. Use E = 200 GPa, I = 150 x 10…

Q: The compound shaft consists of a solid aluminum segment (1) and a hollow brass segment (2) that are…

Q: Situation 6: A steel plate is 280 mm wide and 15 mm thick with 4 bolts (24mm dia.) cut into the…

A: Net area The net area of a member is the gross sectional area minus the holes or notches. Punching…

Q: 3.a. Find Shear force and Bending Moment Diagrams with line loading, w = 3 KLF and concentrated…

A: It is given that :

Q: 20 kN/m Lowe A Hinge B 6m+6m+6m 6m-

Q: 1.Calculate the value of the deflection under the concentrated loads (B and C) and slope at the…

A: CALCULATION OF DEFLECTION AT B,C and Slope At Support A and SFD and BMD CALCULATION

Q: H= 3 R= 1 Inputs: • Center of Circle is the SAME as the Rectangle. • H= Height in cm (From Table) ●…

Q: 50 MPa in the steel r

A: Given:- W=80 kN, tensile stress of 50 MPa in the steel rod To find:- temperature change

Q: The figure shows a cutaway view of an assembly in which a solid bronze [G = 6,500 ksi] rod (1) is…

Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

for the beam Shown in figure, find the value of rotation at supports
and the value of deflection at Points Cand D by using double integration.
method? use EI = &nstant.
loo KN
60 kN/m
2m
Im
3m
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

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps

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

Using conjugate beam method, for the beam shown, If E = 200000MPa, I = 20x10^6mm^4. Determine the slope at B and deflection at D.
Given the beam loaded as shown, determine the deflection at point D by using Double Integration Method (DIM).
Using the virtual work method, determine the deflection at B and the slope at D for the compound beam shown in Figure. E = 200 GPa I = 250 × 106 mm^4
Thumbs-up will be given. Solve in 4 decimal places. Box the final answer. Determine the deflection at the left overhanging end of the beam loaded by using Conjugate Beam Method and Double Integration Method. Let P = 153 kN
Compute the value of the following for the beam shown: (EI is constant.). Using moment area methoda) Slope θAb) Slope θBc) Slope θCd) Deflection ΔCe) Maximum deflection between support
Determine the vertical deflection of joint D produced by the 30 kip load as shown in the figure below. Using Castigliano's Theorem Method. A = 2in^2E = 9000 kips/in^2
Use virtual load method to determine the slope and deflection at point D of the beam. E= 70GPa and I=1000(10^6). EI is constant.
For the beam loaded as shown, determine the slope at point C, and deflection at points A and D. Assume EI as constant with E = 200,000 MPa and I = 15x107 mm4.
Determine the slopes at ends A & D and the deflections at points B & C ofthe beam shown in the figure using Moment – Area Method.Where EI = constant; E = 12.5 GPa and I = 1.92 x 10^10 mm^4
Calculate the slope and deflection at B and E of the beam and loadings shown using double integration method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. E=20GPa. (point B is not an internal hinge).
W=53 Solve the deflection at the free end of the beam using double integration method, area moment method and three moment method. Round off to 3 decimal places. Please show complete detailed solution.
Calcualate the deflection and slope at A and C of the beam in the figure using area moment method. E = 20.5 x 10^3 MPa and I = 6.75 x 10^8 mm^4. Show the graph of M/EI and tangential deviation.