nswer he ToinIng questionsCry using double itegration method.1. The beam is subjected to the linearly varying distributed load at segment AB anda uniformly distributed load at segment BC. Determine the maximum deflection ofthe beam and calculate the slope and deflection at point B.25 kN/mAC4 m3 mEl is constantBelow is the illustration of an overbangina beam Determine the following:

Solution:- Deflection in the section AB, of beam due to uniformly varying load is given by…

Answered: 25 kN/m A 4 m B 3 m El is constant

Engineering

Civil Engineering

25 kN/m A 4 m B 3 m El is constant

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: E. A vertical triangular downward and altitude 'h' has its base on the free surface of the liquid.…

A: Given:- A vertical triangular area with vertex downward and altitude ‘h' with its base on free…

Q: Replace the couples acting on the system below by one couple with vertical forces at A and B 30 Ib…

Q: 300kn 15° W 50°

Q: & moment diagram. 50 kN 50 kN B 20 kN/m m 4 m

A: Given:- To find:- Value of w

Q: A bar with weight W=(100.0±0.1)N and length L=(10.0±0.1)m is in equilibrium supported by two…

Q: x 240 Cool T A 400 KN Determine the FF. 12m Area = 0.0012m² | REA = 1. Bc 2. = 3. Stress BO 4.…

Q: Q4. 30 m height water backs up behind a 36 m height concrete dam. Leakage under the foundation gives…

Q: Blocks D and E have a mass of 4 kg and 6 kg,respectively. Suppose that F= 80 N and d = 5.5 m.…

Q: a) Active Rankine Ka status b) Passive state of Rankine, Kp

Q: Figuré 4: 1.2M 0.6M HINGE 4000 Kg OIL (S=0.6)

A: Cross section area of piston at A, AA =700cm2Cross section area of piston at B, AB =120cm2Specific…

Q: Three smooth identical cylinders A, B and C stacked in a V-shaped trough as shown (weight 400 N and…

Q: 50 kN 10 kN 2m 4m 2m

Q: 5. Solve for Equilibrium. 3000# R1 4' 6' R2 W₁ =750#/ft -W2 =100#/ft ↓

Q: Blocks D and E have a mass of 4 kg and 6 kg,respectively. Suppose that F= 80 N and d = 5.5 m.…

A: Hello dear The answer is found to be Value of sag. s= 3.672 m Value of x=1.91 m…

Q: 2.14 The equivalent forces due to water pressure and the self-weight of the dam are shown. Determine…

Q: The unstretched length of spring AB is 2.9 m. If the block is held in the equilibrium position…

Q: Analyze the frame shown below 37.5 kN/m BA C 4 m 4 m 3 m El = constant

Q: 1. The Dam ABC has a width of 30 m into the paper and the dam bottom length is 60m. The dam material…

A: We will calculate each moment and find FOS.

Q: Blocks D and E have a mass of 4 kg and 6 kg,respectively. Suppose that F= equilibrium.Determine the…

A: Data Given :

Q: I- Calculate the degree of hyperstaticity of the lattice system below. 2- Calculate all the rod…

A: solution: Degree of hyperstaticity means degree of static indeterminacy.i.e ws=m+r-2j

Q: 2. With the increase in pressure, the exit velocity a) Decreases b) Increases C) Same d) Independent

A: This question is related to the Fluid Mechanics.

Q: B A 20°+ A° 6 m -2 m 3. Determine the horizontal reaction at point A. (N) 4. Determine the vertical…

Q: 5. Solve for Equilibrium. 3000# Wi 750#/ft W2 100#/ft R1 R2

Q: The spring has an unstretched length of 0.3 m.Determine the mass m of each uniform bar if each angle…

A: Following is the free body diagram of the member BC:

Q: A solid cone of diameter 24 cm and height 20 cm floats with its vertex downwards in water as shown…

Q: If the Ram mass is released from rest, find maximum displacement A before it stops. 0.75 m kA-12…

Q: 5) If the weight of block B is 30 lb, determine the maximum weight of block A without upsetting…

A: Given :

Q: Find the displacement at free cndofthe cantilever shown in Fig. 7.10. Find its numerical value if L…

Q: If the Ram mass is released from rest, find maximum displacement A before it stops. 0.75 m KA-12…

A: Given:- The ram mass is released from the rest The distance between point A and ram = 0.75 m The…

Q: etermine the hydrostatic force of a circular gate of radius 3m which is submerged under water. a).…

A: Given:- Radius of circular gate = 3 m To find:- From the given question it is required to calculate…

Q: Block B has a mass of 60 kg and block A has a mass of 35 kg. If the coefficient of friction for all…

Q: use double integration method in determining all reaction components of the beam p =220 kn 50 kN/m A…

Q: What is the gage pressure at A? in

A: To find pressure at point A

Q: The potential energy of a one-degree-of-freedomsystem is defined by V = (20x3 - 10x2 - 25x - 10) ft…

A: The potential function is,

Q: A k 10 m 10 kN/m B

Q: Solve the value of Ely 1m from the free end. 6 kN 2 kN/m 4 kN A 3 m -1.5 m 1.5 m

Q: Solve by the rigidity method. Solve the following problem with k=50 kN/cm for the horizontal spring…

A: Rigidity Method: An inflexible chart is an implanting of a diagram in an Euclidean space which is…

Q: n the crest gate on a dam shown in the figure, surface AB forms the arc of a circle of 6 m radius…

A: Length of gate, L=8mThe radius of arc=6mThe angle subtended at hinge =60°

Q: 5. A liquid jet of 5 cm diameter has a pressure difference of N/m?. (Take surface tension as 0.075…

Q: n the crest gate on a dam shown in the figure, surface AB forms the arc of a circle of 6 m radius…

A: Figure is as shown

Q: Solve the value of Ely at the midspan. 2 kN/m 4 kN

Q: A solid cone of diameter 24cm with a height of 20cm and specific gravity = 0.8 floats with its…

Q: Determine the x and y components and the resultant of the forces 250 kN- 12 20 280 KN 40° -Y 300 KN…

A: To Determine X & y components of the forces. Resultant of the forces.

Q: 6. A cubic tank is completely filled with water. What will be the ratio of the hydrostatic force…

A: To find: Ratio of hydrostatic force exerted on base and on any of the vertical sides

Q: 5- Three smooth identical cylinders A, B and C stacked in a V-shaped trough as shown (weight 400 N…

Q: Determine the magnitude and location of the resultant hydrostatic forceacting on the submerged…

A: Give Data:- Determining the location of centre of the pressure Width of the plate = 1.5 m Density of…

Q: n the crest gate on a dam shown in the figure, surface AB forms the arc of a circle of 6 m radius…

Q: Determine the largest angle B for which the uniform box can be in equilibrium. 0.5 m -4, = 0.45 1.2…

Q: Q: Block(A) of weight (100KN) is tied to block (B) of unknown weight (WB) through a flexible cable…

A: Force is the measuring quantity of the reactions of such load or the displacement in the specimen or…

Q: WA 4-m bar of negligible weight rests in a horizontal position on the smooth planes shown in the…

Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

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 Deflection

VIEW

Step 2 Deflection

VIEW

Step by step

Solved in 2 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

A cantilever beam carries a trapezoidaldistributed load (see figure). Let wB = 2.5 kN/m,wA = 5.0 kN/m, and L = 2.5 m. The beam has amodulus E = 45GPa and a rectangular cross sectionwith width b = 200 mm and depth h = 300 mm.Use the method of superposition and Cases 1 and8 in Table H-1 to calculate the def lection and rotationat B.
Calculate the value of the deflection at point B due to concentrated load P in the form ??=??????????? Note: EI will cancel out in further calculations. Enter the numerator in the answer box below in kNm3 to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.
USING DOUBLE INTEGRATION METHOD Consider 250 mm x 250 mm (bxh) mm section and e = 100000 MPa DETERMINE VERTICAL REACTION AT B DETERMINE SLOPE REACTION AT B DETERMINE DEFLECTION AT D Values: A = 9.4 M B = 5.5 M C = 10.6 KN/M D = 33 KN
EI is constant (Assume EI= 1 kN-m^2) use moment area method 1.) determine the location of the maximum deflection from A2. ) determine the maximum deflection
Calculate the value of the deflection at point B due to uniformly distributed load w in the form answer in kNm3 to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.
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?
The beam is subjected to the linearly varying distributed load at segment AB anda uniformly distributed load at segment BC. Determine the maximum deflection ofthe beam and calculate the slope and deflection at point B.
A cantiliver beam ABC is fixed at A. Segment AB is 2m long and BC is 3m long. Segment BC is loaded with a triangular load ranging from 0 at B to 40 kN/m at C. Using the double integration method, a.) Calculate the slope at C b.) Compute the maximum deflection
A 10-m long simple beam carries a load W that varies uniformly from zero at the left support to 71 kN/m at the midspan. Assume W at the midspan = 71 kN/m, EI = constant.Compute for the midspan deflection of the beam per EI using moment-area method. Show your complete solution.
A simply supported beam is subjected to a triangularly distributed load of Q = 1.7 kN/m, over segment length L/2 = 1.1 m and a mid-span moment of M0=1.7 kN-m. Determine the maximum slope and deflection of the beam. Assume EI is constant. only HANDWRITTEN answer needed ( NOT TYPED)
A propped cantilever beam having a span of 6 m is loaded with a uniformly distributed load of 12kN/m allt hroughout its unsupported length. Assume El is constant. Determine the maximum deflection in terms of EI using Area Moment Method.
solve the maximum deflection of the beam using Double Integration Method. Use E=20000 MPa, and beam dimension of b=250 mm and h=450 mm. Express final answer in meters. Show complete solution. Assume that the loads are uniformly distributed on the beam that is both fixed ended