Answered: The beam is analyzed using Slope…

The beam is analyzed using Slope Deflection Method 1.What is the EI teta C? 2.What is the reaction at B? 3.What is the moment at A?

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter7: Seepage

Section: Chapter Questions

Problem 7.1P

See similar textbooks

Related questions

Q: 6 kN 6 kN B D. 1,5 m 1,5 m 1,5 m

A: Find the reaction of the beam:

Q: Use Virtual Work Method Solve for the resultant deflection at Joint B.

A: ##Using virtual work method## solve for resultant deflection at joint B##

Q: Solve the following using AREA-MOMENT METHOD The given values are E = 200 GPaand I = 100 x10° mm4…

Q: Analyze the given continuous beam by clapreyons' three-moment equation.

Q: ACTIVITY 4 - Frame Analysis Analyze the loaded frame as shown. Be guided as follows: a. Solve for…

Q: A 6kN/m 6m B 5m 16kN * 3m C

Q: Q1/ If El is constant, determine equation of the elastic curve, then find the slope at point A and…

A: A beam is an essential element in the construction of any building or structure. It resists loading…

Q: Determine the slope and deflection at point B of the beam shown by the moment-area method. a = 6 m,…

Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…

Q: The beam is subjected to the linearly varying distributed load at segment AB and a uniformly…

A: A beam is a load-carrying component of the building which is used to resist seismic conditions and…

Q: RA L RB

Q: Consider the beam and loading shown. Assume that E=200 GPa and I=38x106 (mm4). P=2.3 kN and L=2.2 m,…

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

A: to find deflection at b,c,d

Q: Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A…

A: Given Data:P1=14kNP2=7kNL=2.3mE=200 GpaI=19.6×106mm4To Calculate deflection at B and C by using…

Q: P LA 4

A: End Moments: M=5PL/16 Maximum Deflection: y=(69/500)(PL^3/EI)

Q: Find all The reactions by slope-deflection method * EI = Const + #B 2 m 2m 0.002 rad

Q: 10 kN B 50 kN-m 10 m

A: Please see the attached solution, thanks

Q: vv A B 21 3 3. A simply supported beam carries two point loads W each at its one-third sections as…

A: Given, A simply supported beam, FBd of given beam:-

Q: constant

Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…

Q: Circular beam with modulus of elasticity E=70 GPa A distributed load of 35 kN/m and a bending moment…

A: As per our company guidelines we are supposed to answer only first 3 subparts. Kindly repost other…

Q: 20 - Compute the value of 8B for the static analysis of the given frame with the help of the slope-…

Q: Use Area-Moment Method. El is constant. Compute the rotation of the right end of the beam. Calculate…

Q: Eor the continuous beam shown below, by the slope-deflection equations, determine the maximum…

A: Moment : A force's moment is an assessment of its propensity to cause a body to rotate around a…

Q: Determine the deflection at point D. Use Conjugate method. Choose the best answer: a. 164400/EI…

Q: 1. Use Double Integration Method. Assume El is constant. a. Determine the rotation at A. b. Compute…

Q: 1. A simply supported beam is consisting of two segments, segment AB which is 5 m long while last…

A: The conjugate beam is an imaginary beam of a real beam. The slope of the real beam equal to shear…

Q: The indeterminate beam is loaded as shown. The beam settles 2 mm at support B. Using any hand…

Q: 2. A simply supported beam of length L is carrying a concentrated load P at midspan. Detormine the…

Q: Consider the cantilever beam in the figure, subject to a concentrated force P = 20kip at B and a…

Q: التاريخ: 1.5 KN A C A 2 2 S с Find the deflection at B by الموضوع:. токи Double integration method

A: EI = constant = KNm2

Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…

A: Given Data:w=15kN/mL=3.5mE=190GPaI=120×106mm4

Q: Determine the maximum deflection of the beam loaded as shown. Let Mo = 75 kN.m and L= 3 m. EI is…

A: L=3m Mo=75kNm

Q: For the simply supported beam shown in Figure, compute the slop of the elastic curve at A and C, and…

A: Given:-

Q: Determine the reactions of the indeterminate frame shown below using Slope-Deflection Method. Show…

Q: What is the reaction components of the beam using the Double integration method? Whereas the…

A: Cantilever beam: A cantilever is a rigid structural component that stretches laterally but is only…

Q: Q2) The beam system shown below has a fixed support at A, roller support at C, internal hinge at B.…

A: Moment diagram:

Q: Three Moment Equation, Determine the deflection at the freeend

Q: The cantilever beam is subjected to the point load at C. a) Generate the equation for the elastic…

A: This problem is related to Strength of Material. In this problem we calculate Deflection and Slope…

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

Q: 3. Determine the maximum deflection of the beam loaded as shown. Let Mo = 75 kN.m and L = 3 m. El is…

Q: 3. For the beanm and loading shown, use singularity functions to determine (a) the equation of the…

A: Given, It is A simply supported beam loaded with UVL. our aim is to determine, a. Elastic curve…

Q: ACTIVITY 4- Frame Analysis Analyze the loaded frame as shown. Be guided as follows: Solve for the…

Q: Question: The simple supported beam AB supports a uniformly distributed load w and a moment Mo at A.…

Q: P L/3 P. L/3 L/3 L RB RA

Q: 2. A simply supported beam of length L is carrying a concentrated load P at midspan. Detormine the…

A: The given figure is shown below:

Q: 2. A beam is subjected to the following loading. Solve for the deflection at A and C. 20 kN 15 kN/m…

Q: Determine the maximum deflection of the beam loaded as shown. Let Mo = 75 KN.m dL = 3 m. El is…

A: ##Calculation of Maximum Deflection ###

Q: 3. The beam loaded as shown has the following properties: E = 80 GPa and I 60 x 10° mm. Assume that…

A: Consider the free body diagram as; (a & b). Calculate Reactions ; RA+RC=1.5×1RA+RC=1.5…

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

The beam is analyzed using Slope Deflection Method

1.What is the EI teta C?

2.What is the reaction at B?

3.What is the moment at A?

30 kN
10 kN/m
E6m-
9 m-
4 m
El = constant

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 with 3 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

aceeleration = 4.905 m/s^2 to the right What is the gage pressure at A? in kpa.
An open tank 1.8 m. by 1.8 m. and 1.3 m. deep contains water at a depth of 0.90 m. The weight of the tank is 3500 N. The tank is acted by an unbalanced force of 12000 N parallel to a pair of sides. Determine: a. Acceleration of the tank b. Max pressure at the bottom of the tank c. Force acting on the side with greatest depth
A pressure of 35 m of head of water is equal a. 34.40 kN/m² b. 343.40 kN/m² O c. 3500 kN/m² d. 3.50 kN/m²
determine the difference in pressure (kPa) between a and b a=4.99 meters b=1.78 meters
Fluid Mechanics Problem 1) A rectangular gate 3 meters high and 1.2 meters wide is hinged at the top. A force to keep the gate closed is applied at the bottom with an angle of 45 degrees with the veritcal. Compute the following if the water surface is 0.9 meters below the top of the gate. Use 9.81kN/m^3 as water's specific weight. a. the total hydrostatic force acting on the gate in kN. b. the distance of the total hydrostatic force measured from the liquid surface in meter. c. the magnitude of the force at the bottom of the gate in kN. 2) Use 9.81kN/m^3 as water's specific weight. Consider the rectangular gate shown in the figure. If the gate has a length of 2 meters, determine: a. the force exerted by the water on the left side of the gate in kN. b. the force exerted by the water on the right side of the gate in kN. c. the horizontal force at B required to turn the gate about the hinge in kN.
At 68 ˚F water has a dynamic viscosity of about 2.11 x 10 -5lb-s / ft2, solve the kinematic viscosity (in ft2/s) of water whose specific gravity is 0.998. Note ?????? =62.4 ??/??3 at normal condition.
Geotechnical Engineering Calculate Pressure and Force:a) Active Rankine Ka statusb) Passive state of Rankine, Kp
In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=30° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm² and A=50 cm² will be taken for all bars.)
A jet of water strikes with a velocity of 26.36 m/s on a flat plate, inclined at 30o with the axis of jet. If the diameter of the nozzle is 291 mm. Solve For:a) The force exerted by the jet on the plate.b) The components of the normal force.
The barrel of oil rests on the surface of the scissors lift. Determine the maximum pressure developed in the oil if the lift is moving upward with (a) a constant ve1ocity of 4 m/ s, and (b) an acceleration of 2 m/s2 . Take po = 900 kg/ m2 . The top of the barrel is open to the atmosphere
a block (unit weight = 19.5 kn/m3) 0.55m square and 479mm deep floats on a stratified liquid composed of a 200mm layer of water above a layer of mercury (s.g. = 13.6). determine the position of the bottom of the block relative to the mercury surface in mm.
In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=75° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm2 and A=50 cm2 shall be taken for all rods.)