Kindly show the solutions for the following shear values shown in the diagram. Show the Complete solution. Vo(KN)30.12KNt10-4360208274.5059KN10.4360 2082+wv=23.316KNIM↓23.316KNIM•√ √ WV = 4.8KN/m ↓ ↓ ↓ ↓ ↓ ↓ wu = 3.6 kN/m ↓ ↓ ↓1.2m2-9m42.9m1.5m64-67602082-9.8298791894.77182°KNWU=67-411221579.8531423980.5359KN-57-5580791836.15KN15.945057GI41-551⁰36.51-34-39505161

To solve this problem, we will use the conditions of equilibrium. The value of shear forces at each…

23.316 s KNIM↓ 23.316 KNIM •✓ ✓ WV = 4.8KN/m ↓ ↓ ↓ ↓ ↓ ↓ wu = 3.6 kN/m ↓ ↓ ↓ 1.2m 2-9m 4 2.9m 1.5m 10.43602082 67-41122157 15.945057G1 Vo (KN) 1° 64.67602082 10-43602082 -9.82987918 2° 9.85314239 20 1-57-55807918 41-550 36.51 -34-39505161

23.316 s KNIM↓ 23.316 KNIM •✓ ✓ WV = 4.8KN/m ↓ ↓ ↓ ↓ ↓ ↓ wu = 3.6 kN/m ↓ ↓ ↓ 1.2m 2-9m 4 2.9m 1.5m 10.43602082 67-41122157 15.945057G1 Vo (KN) 1° 64.67602082 10-43602082 -9.82987918 2° 9.85314239 20 1-57-55807918 41-550 36.51 -34-39505161

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: 250mm P 50mm 250mm B 50mm 2 m 2 m 50mm 400 mm

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

A: Given Mohrs circle:As each grid square is 2 ksi in size

Q: The cross section of a beam shown carries a moment of -50 kN-m. Determine the following: (a) The…

A: First of all we have to find the neutral axis (N.A) of the given section. Then we have to find the…

Q: The cantilever beam, whose loading condition and cross-section are given in the figure, is ideal…

Q: 16 mm B 3 mm 3 mm 16 mm 16 mm- -16 mm-

A: Draw the figure.

Q: Which of the following analytical formula you would use to solve for the minimum principal stress: O…

Q: Find normal stress at point P

A: Given, Figure shows a machine frame, Horizontal force,F= 600 NParallel to z-direction.Thickness,T=…

Q: The rectangular plate is deformed into the shape shown by the dashed lines. Determine the average…

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

A: The given figure is shown below:

Q: A homogeneous bar AB as shown in Figure 3.3 -3 has a uniform cross - section and weighs 300 N/m. It…

Q: A load P is applied to a steel component which is supported an aluminum plate into which a 12 mm…

A: dh = 12 mm

Q: 90°–0 9. A A metal [E = 106 GPa; v = 0.31] bar of height h= 40 mm and thickness t = 8 mm is…

Q: Current Attempt in Progress Mohr's circle is shown for a point in a physical object that is…

A: Given: Consider the Mohr's circle given. Each grid square = 140 psi

Q: Which of the following statements is FALSE? Select one: O A. The elastic torsion formula is…

A: Torsion:- Torsion refers to the twisting of a structural member under the action of torque or…

Q: The deformation on the given plate is shown with dotted lines. Average normal unit strain in the BD…

A: Given above diagram we have to find average shear strain along BD and shear strain at B

Q: (a) What do values (each point) on Mohr's Circle represent? (b) Why is Mohr's Circle a useful tool?…

A: a. Representation and meaning of each point on the Mohr's circle-

Q: 1.3 Two solid cylindrical rods AB and BC are welded together at B and loaded as shown. Determine the…

A: Determine the magnitude of the force P for which the tensile stress in rod AB has the same magnitude…

Q: Q# Analyze the following stress element for principal stresses, maximum in-plane shear stress and…

A: Note - Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the…

Q: - 150 mm - 3 mm B 200 mm A 3 mm

A: shear strain is defined as the angular deformation of the object when subjected to shear force…

Q: A block is shown in figure. Consider a compressive load is applied (one at a time) on all corners…

Q: Four-25-mm-diameter rivets with an axial load of T= 75 kN distributed equally as shown. The…

Q: PROBLEM 4: An originally rectangular rubber piece is deformed into the shape given by the dashed…

Q: Determine: 1. The traction acting on a plane with unit normal vector…

Q: For the sets of given stresses on an element given in Table below, draw a complete Mohr's circle,…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: A steel beam (E = 208GPa) has square cross-section (edge = 40mm) and is constrained and loaded as in…

Q: A couple, M, of 6 kNm is applied to the beam shown, causing it to bend in the horizontal plane. The…

A: Determine the values of the maximum tensile and compressive stress in the beam. Also, calculate the…

Q: Determine principal stress and maximum shear stress

A: Given data : Normal stress in x direction σX=750 psiNormal stress in Y direction σY=600 psiShear…

Q: -0/02 -400 m

Q: For the shape below, what is the normal strain along AC given x = 2.9mm and y = 1.2mm. Assume C…

A: Given- X=2.9 mmy= 1.2 mmAB=300 mmAD=400 mm

Q: The cantilever beam, whose loading condition and cross-section are given in the figure, is ideal…

Q: View Policies Current Attempt in Progress Mohr's circle is shown for a point in a physical object…

Q: Any shear load can be represented by the combination of the shear load applied through the and a

Q: Question 2 A simply supported beam AB has a concentrated load P applied at mid-span. The state of…

A: step 1-

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

Q: Rev Part C-Orientation of the element subjected to maximum shear stress on its sides Determine the…

Q: The stress at a point is shown on the element. Determine (a) principal stress, (b) maximum in-plane…

Q: P+ D P

A: Given a single acting rivet connecting two steel plates having rivet diameter 22 mm, thickness of…

Q: Q/Choose the right choice 1-Unit load method is a method that considers * (bending deformations…

A: The slope and deflection at a location in a structure are computed using the unit-load technique,…

Q: The cantilever beam, whose loading condition and cross-section are given in the figure, is ideal…

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

A: (a) Stresses :σx=24 ksiσy=-72 ksiτxy=36 ksi

Q: Example 6.24 Using the force (flexibility/compatibility) method. Analyse the structure in he figure…

Concept explainers

Solid Mechanics

Engineering mechanics is a branch of science that deals with forces causing bulk motion in bodies and the effect that these forces cause on the bodies. Engineering mechanics does not deal with the internal changes that occur on account of these external forces. The internal effects in a body or a material under the action of external forces are studied in a new branch of science called solid mechanics, the strength of materials, or the mechanical behavior of engineering materials.

Question

Kindly show the solutions for the following shear values shown in the diagram. Show the Complete solution.

Vo
(KN)
30.12
KN
t
10-43602082
74.5059
KN
10.4360 2082
+
wv=
23.316
KNIM↓
23.316
KNIM
•√ √ WV = 4.8KN/m ↓ ↓ ↓ ↓ ↓ ↓ wu = 3.6 kN/m ↓ ↓ ↓
1.2m
2-9m
4
2.9m
1.5m
64-67602082
-9.82987918
94.7718
2°
KNWU=
67-41122157
9.85314239
80.5359
KN
-57-55807918
36.15
KN
15.945057GI
41-551⁰
36.51
-34-39505161

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 Introduction

VIEW

Step 2 Explanation

VIEW

Step 3 Result

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

Part 2,3,4
Solve it sir
The cantilever beam, whose loading condition and cross-section are given in the figure, is ideal elasto-plastic andIts stress is σA = 240 MPa.a) Draw the T and M diagrams.b) The PA force that will start flowing in the beam,c) Calculate the PG force that will cause collapse in the beam.
Determine the shear strain xy at corners A, B, C, D if the plate in Figure 5 distorts as shown by the dashed lines. Consider small strain assumption. 3 mm 300 mm y D 4 mm 400 mm- 12 mm B A mm 8 mm $2 mm X
A beam ABC with an overhang from B toC supports a uniform load of 200 lb/ft throughout itslength (see figure). The beam is a channel section withdimensions as shown in the figure. The moment of inertiaabout the z axis (the neutral axis) equals 8.13 in4.(a) Calculate the maximum tensile stress σt andmaximum compressive stress σc due to theuniform load.(b) Find the required span length a that results inthe ratio of larger to smaller compressive stressbeing equal to the ratio of larger to smaller tensilestress for the beam. Assume that the totallength L =a + b = 18 ft remains unchanged.
Derive the stiffness matrix and Derive the kincma tic eyutn
Analyze the longitudinal schematic diagram of the metal beam shown, taking into account the support conditions, loads and dimensions presented. This diagram was idealized by taking important data from the real situation in the field. The cross section of the beam is rectangular, with a width of b = 80 mm and a height of h = 320 mm. First, find the Maximum Normal Stresses (Tension and Compression) and the Maximum Shear Stresses, showing where they occur (both longitudinally and transversely). Next, find the Normal Stress and Shear Stress at a point 200 mm above the base of the beam and 0.5 m from the left support. Compare your results to the Ultimate Stress or Yield Stress of a material and comment.
Assignment Problem 10.1. A steel bar of diameter d = 52 mm is twisted by torques at the ends. The allowable shear stress is 65 MPa. What is the maximum torque that can be applied?
Question 2) Find the shear center of the section below and calculate the maximum shear stress that occurs in the section as a result of the loading shown in the figure. The section thickness is uniform everywhere and is 10 mm. Note: G.M is the geometry center of the section, the shear force of 40 kN acts from the geometry center of the section. You can look at your lecture notes for the coefficients you will need. 160 mm V-40 kN t LG.M 100 mm
SIR, PLS GIVE ME PROPER AND CORRECT SOLUTION WITH DETAIL. THANKS