Draw the diagram of normal forces, stresses and displacements along the length of the stepped barABC shown in figure.50 kNABl1.0 m +1.0 mcross-sectional area over AB = 100 mm2; and area over BC = 200 mm2; modulus of elasticity = 200kN/mm?%3D

Answered: Image /qna-images/answer/44ae0213-ae9f-42df-ab26-28cd83213801.jpg

Draw the diagram of normal forces, stresses and displacements along the length of the stepped bar ABC shown in figure. 50 kN A B C -1.0 m 1.0 m cross-sectional area over AB = 100 mm?; and area over BC = 200 mm2; modulus of elasticity = 200 kN/mm?

Draw the diagram of normal forces, stresses and displacements along the length of the stepped bar ABC shown in figure. 50 kN A B C -1.0 m 1.0 m cross-sectional area over AB = 100 mm?; and area over BC = 200 mm2; modulus of elasticity = 200 kN/mm?

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: Situation B. An object is supported by two wires as shown below. The stress in either wire is not to…

A: Given:- Maximum stress in the wire = 30 ksi Free body diagram:-

Q: A tapered rod with length c = 7m and cross - sectional dimensions a = 270n mm and b = 119 mm is…

A: Asked: To determine the elongation of the given tapered rod. Given: Length of the rod (c) = 7 m…

Q: Calculate the stresses that will occur at point A in the adjacent figure. r=10mm

A: Given, Fz = 150 kNFy = 150 kNτ = 50 kN.mThere are three stresses at point A normal stress, bending…

Q: For the beam shown, calculate the magnitude of the bending stress (in psi) at a point 0.8 in from…

A: Given Data:P=2149 lbQ=8474 Ibw=1.22 inL=7.96 inb=3.97 inh=1.47 in

Q: 2. The bar is subjected to forces shown in the figure. If it has the original dimensions length 1 =…

A: Strain is a fundamental properly due to which stresses are developed Strain at different axis due to…

Q: iven data: L1= 490mm L2=420

A: Draw the diagram From the above diagram sinθ=0.765, Cosθ=0.656Sinα=0.677, cosα=0.830 Calculate the…

Q: Check whether the beam section whose loading condition, cross section and dimensions are given in…

A: Compressive stress is the force that deforms the material in a way that reduces the volume of the…

Q: 3. Refer to the figure below, a kN/m W/5, m Beam Properties: | = 198 x 106 mm4 E = 200 GPa Rod…

A: Given data Rod properties Diameter of rod =12 mm Young's Modulus of rod material E =200 Gpa Beam…

Q: Q2: Plot the intensity of the shear stress distributed over the cross section of the strut if it is…

A: Shear force (V) = 600 KN Determine the shear stress distribution over the section.

Q: A rigid beam is being supported by three suspender bars made of bronze and loaded as shown in the…

Q: For the beam shown, calculate the magnitude of the bending stress (in psi) at the top of the beam on…

Q: Steel L= 4 ft A = 0.50 in? E = 29 x 10° psi B L1 L2

Q: Mohr's circle is shown for a point in a physical object that is subjected to plane stress. If 1 grid…

A: 1 sq grid = 15 Mpa To determine: minor principal stress

Q: The rigid body shown in the figure is subjected to the indicated force system. Determine the forces…

Q: As shown in the figure, two aluminum rods AB and BC, hinged to rigid supports, are pinned together…

A: Given: P=6000lb, A=0.60in2, Compute: elongation of each rod and dispplacement at point B.

Q: YA 20 mm 20° 100 mm 80 mm M

Q: Identify the Degree of Hyperestaticity and define the Main System, indicating the State of…

A: Hello students here i have answered to this problem by very step by step procudure step 1 include…

Q: Q D -3 ft- E 2 ft

Q: 2. Two steel cables support an applied load of 100 kN as shown in the figure below. Determine the…

A: Apply Lami's theorem, which states that "When three forces acting at a point are in equilibrium,…

Q: Draw the diagram of normal forces, stresses and displacements along the length of the stepped bar…

Q: In this figure is a strut and a cable which was used to lift a body, if the strut and a cable has a…

A: we have to determine the value of maximum weight of the body according to the given data like we can…

Q: The horizontal top of a concrete column is subjected to the system of forces shown. Represent the…

A: Sign convection Along axis direction = positive Along opposite direction = negative - Along x…

Q: Situation 15 - Refer to the beam shown in the figure. Given: a=1m w = 18 kN/m P = 30 kN Flexural…

Q: Solve the magnitude of the bar force of members AD, BD, CD, and CE

A: Answer Let us first draw the free body diagram and calculate the reaction at the supports Since…

Q: The bar shown determines: a) The internal force in section AB, BC and CD. b) The approach or…

A: Given, Cross sectional area=50 mm2 Modulus of elasticity=200×109 Pa

Q: A beam is supported by single journal bearings at both ends. A distributed load defined by the…

A: Given : Wx = 5x2-7x+19 lb/ft d1=0.5 ft d2=7 ft

Q: Question 1 Refer to the given figure as shown. P= 70 kN Cross section Area: 50mm x 50mm Modulus of…

A: Given Data:P = 70kNGross Sectional Area=50mm×50mmModulus of Elasticity = 70Gpa

Q: non section 2.07 feet to the right of B it P = 1073 lb, Q = 4235 lb, w = h = 1.45 in. Round off the…

Q: Problem 2.42 Given: water is flowing over is 5 4 T(Pa) 3 2 - 1 a= 70 cm, width of plate is b = 20 cm…

A: Given data,water flowing over the thin platea=length of plate=70 cmb=width of plate=20 cmFindshear…

Q: If the beam is subjected to a shear force of V = 80 kN, determine the shear stress developed at…

A: Considering the section below:

Q: Calculate the horizontal displacement of the tip.

Q: The box beam in the figure is made of four pieces of wood nailed to each other as shown.Since the…

A: Given- a= 16 b= 38 c= 32 d= 190 F= 160

Q: The concrete (specific weight = 150 lb/ft³) seawall of the figure below has a curved surface and…

A: Given data: ρg=150 lb/ft3

Q: Problem 1 In figure shown below. 30° 200 N 40° B a Determine the tension in segment AC. b. Determine…

Q: For of the beam shown, calculate the magnitude of the bending stress (in psi) at a point 1.61 in…

Q: is the total resultant force (kN) that is applied on surface AB? Then find the location of resultant…

Q: The figure shows the infinitely rigid bar (ACD) suspended by three steel wires of diameter d and…

A: P=5 KNw=10 KNd=5 mm DiameterP1+P2+P3=P+w=15 KNP1+P2+P3=15 KN→ I moment about D1…

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

Draw the diagram of normal forces, stresses and displacements along the length of the stepped bar
ABC shown in figure.
50 kN
A
Bl
1.0 m +1.0 m
cross-sectional area over AB = 100 mm2; and area over BC = 200 mm2; modulus of elasticity = 200
kN/mm?
%3D

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

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

The next sub question
1. A hollow steel box beam has the rectangular cross section shown in the figure. Determine the maximum allowable shear force V that may act on the beam if the allowable shear stress is 40 MPa. 10 mm 20 mm 20 Imm 200 mm 450 10 mm mm
The simply supported beam shown below carries its own weight, a uniformly distributed live load of 300 lbs/ft, and a concentrated dead load På at midspan. The cross-section of the beam is U- shaped. It has two rows of reinforcing bars at the bottom. The bottom row has five #6 bars and the top row has three #6 bars. Let ƒ' =4,000 psi and ƒ¸ = 60 ksi. The cross-sectional area of a #6 bar is 0.44 in.². W₁ = 300 lbs/ft 10 ft. PD * 10 ft. 17 in. 3 in. b 8 #6 bars + 00 6 in. 00 14 in. b + 9 in. State the difference between a tension-controlled beam and a compression-controlled beam in terms of the strain in the reinforcement in precise and succinct sentences. Why does ACI require that a beam has to be tension-controlled?
The triangle section AB beam, bearing the load F1 = 400 dan in the figure, is produced from a material with a maximum shear stress of 1800 daN / cm2. If the base length of this beam, which is forced to bend under F1 load, is b = 8 cm, how many cm should its height (h) be in order to carry this load 3 safely? (The weight of the beam will be neglected) F1=400 dan 300 cm 100 cm 38 - Davanım Momentleri W= Cm bh? bh? 24 d3 D* -d* b 10 10D b O A) 10,5 O B) 19,5 O C) 12, 25 O D) 15 O E) 17,25
J 6
A horizontal bar, fixed at one end (x = 0), has a length of 1 m. and cross-sectional area of 100 mm2.Its elastic modulus varies along its length as given by E(x) = 100e-x GPa, where is the length coordinate (in m) along the axis of the bar. An axial tensile load of 10 KN is applied at the free end (x = 1).What is the axial displacement of the free end.
For the beam shown, calculate the magnitude of the bending stress (in psi) at a point 1.1 in from the top of the beam on section 2.35 feet to the right of B if P = 1089 lb, Q = 4249 lb, w = 0.54 in, L = 7.82 in, b = 3.87 in, and h = 1.41 in. Round off the final answer to two decimal places. ... P W D E L B 2 ft3ft- -3 ft- 2 ft F + h
where, bf1= 260 bf2 = 120 tf = 25 tw = 16 d1 = 160 d2 = 110 1. Calculate the location of the neutral axis from the bottom of the beam in mm. 2. Compute for the moment of inertia in 1x10^6 mm^4. 3. What is the value of in kN/m, considering flexural stress in tension? 4. What is the value of in kN/m, considering flexural stress in compression? 5. What is the statical moment of area (Q) in 1x10^3 mm^3 ? Use three decimal places. 6. What is the value of in kN/m, considering shear stress at the welded section? 7. What is the safest value of in kN/m? Use three decimal places.
I need the answer as soon as possible
Problem 2: A uniform concrete slab of total weight 100 kN is to be attached as shown to two rods whose lower ends are on the same level. Determine the tensile force of the aluminum rod so that the slab will remain level. Determine the ratio of the area of aluminum rod to the steel rod so that the slab will remain level. Steel E=200 GPa L=6m Aluminum E=69 GPa L=4m Determine the vertical displacement of the concrete slab if the aluminum rod has a cross sectional area of 320 mm?, with the slab remaining at horizontal level. 3 m 6 m
1
5 decimal placesss 1. A bar of 16-mm in diameter is only allowed to decrease at a maximum of 4.84% of its total length. What is the maximum force (Newtons) that can be applied? Consider the shear modulus = 630 MPa, and the Poisson's ratio as 0.36.