Answered: 1.5 k/ft 20 k - 21 D I 30 ft E =…

Engineering

Civil Engineering

1.5 k/ft 20 k - 21 D I 30 ft E = constant B - 40 ft

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: a) List four different methods that could be used to determine the reactions for the statically…

A: a) Four methods which can be used to determine the reactions for the given statically indeterminate…

Q: 333 of o, and a, if the principal stresses are known to be 20 MPa and -80 935. For the element shown…

Q: Determine the reactions and draw the shear and bending moment diagrams for the beam using the method…

A: The values given in the question are as follows

Q: Q2) At a point in a structure subjected to plane stress, the stresses are shown in Fig. 2a. A stress…

Q: Q:Use the virtual Work Method to determine the deformations at joint C of the truss shown in Fig? A…

Q: Q-1 The fixed-end beam is subjected to a concentrated moment "M" at midspan as shown in Fig.1. Use…

Q: 1. Determine the reactions and the force in each member of the truss shown in Fig. below by the…

A: External SI = R-r = 0Internal SI = (m+r)-2j = 1Hence, 1 Internal redundant needs to be…

Q: Find the strain Change in length =0.04 mm Initial length=1000 mm

Q: Determine the reactions and draw the shear and bending moment diagrams for the structures shown in…

A: using stiffness methoddeflection at support B will be Zero∆B=0here downward deflection due to…

Q: Question 4 A structural component has a W-shaped cross section and is acted upon in its plane of…

Q: 12 kN/m 23 kN BO 20 t 15t El = Constant

A: Analysis of the propped cantilever beam: Find the degree of static indeterminacy Find the…

Q: 1. Determine the reactions and the force in each member of the truss shown in Fig. below by the…

Q: Determine the reactions and draw the shear and bending moment diagrams for the structures shown in…

A: Solution: Consider the beam as follows: Check the degrees of indeterminacy: The total number of…

Q: Determine the support reactions for the structures shown in figure by using the method of consistent…

A: The structure is having structure indeterminacy 1. Taking redundant as RB . So, the moment in…

Q: Determine the total strain in the bar shown in Figure 2.

A: Find load at Distance xat L=0 load =3qoat L=L load =0at x=?3qo-00-L=qx-0x-Lqx=3qox-LLload at…

Q: For the frame shown below, determine the support reactions using METHOD OF CONSISTENT DEFORMATION.…

A: w = 25KN/m P = 200KN

Q: Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs.…

A: sign convention:for forces use coordinate system for moment take clock-wise as negative and…

Q: QUESTION 1 Determine the reactions and draw the shear and bending moment diagrams for the structure…

Q: For the biaxial state of stress at a point as shown in figure, the shear stress on the plane of pure…

A: Given- Biaxial state of stress- Shear stress on the plane of pure shear=?

Q: Q-2 Use the method of consistent deformations to determine the reaction components, and draw the…

Q: Q-1 Use the method of consistent deformations to determine the reaction components, and draw the…

Q: Determine the reactions and draw the shear and bending moment diagrams for the structures shown in…

A: Consider the frame Compute the degree of indeterminacy Total number of reactions of the given beam…

Q: An extruded polymer flexural member is subjected to an internal axial force of P = 580 lb, an…

Q: Determine the reactions for the following structure by using Method of Consistent Deformation.…

Q: 1- Determine the reactions and draw the shear and bending moment diagrams for the structures shown…

Q: Use the method of consistent deformations to determine the reaction components, and draw the shear…

Q: (b-8b)+ (d-8d) P 14 Fig. 1.5 L + ÖL 1.9.1. For One-Dimensional Stress System. The relationship…

Q: Determine the reactions and draw the shear and bending moment diagrams for the structures shown in…

A: Find degree of static indeterminacy, DS DS = (3m +R)-(3j+A) Where m= number of members R = number…

Q: 3.20 Determine the displacements and Green-Lagrange strain components for the deformed configuration…

Q: Determine the reactions and draw the shear and bending moment diagrams for the structures using the…

Q: true or false 5.When analyzing a structure by the method of consistent deformations, we can choose…

Q: d normal strain (Ex-x) at section X-X. hear strain (yx-x) at section X-X. nodulus of steel are, E, =…

A: cos 45 =12θ= tan-143= 53.15° component of reaction R1& R2 in x & y…

Q: Problem 1.5. The safe stress, for a hollow steel column which carries an axial load of 2.1 x 10³ kN…

Q: Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs.…

Q: For the truss shown on the figure, determine: Stress at element 4 if u3= 0.175 in and v3= 0.5 in…

Q: Q-1 The continuous beam ABC, Fig.1, is hinged at A and roller supported at B and C, and is subjected…

Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. using the method of consistent deformations

1.5 k/ft
20 k -
21
D
I
30 ft
E = constant
B
- 40 ft

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 6 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

Use the method of consistent deformations to determine the reaction components, and draw the shear force and bending moment diagrams for the beam shown in Fig.1. (constant EI) A B 401
The assembly in Fig. P-242 consists of a light rigid bar AB, pinned at O, that is attached to the steel and aluminum rods. In the position shown, bar AB is horizontal and there is a gap, A = 5 mm, between the lower end of the steel rod and its pin support at C. Compute the stress in the aluminum rod when the lower end of the steel rod is attached to its support. A 0.75 m O Steel A = 250 mm² E = 200 GPa 1.5 m Figure P-242 Aluminum L = 2 m A = 300 mm² E = 70 GPa B
A plane element removed from a thin-walled cylindrical shell loaded in torsion is subject to the shearing stresses shown in Fig. 3-20. Determine the principal stresses existing in this element and the directions of the planes on which they occur. Ans. 50 MPa at 45° 50 MPa 50 MPa 50 MPa 50 MPa
The aluminium (G= 27.1 GPa) hollow thin walled torsion member has shown dimensions in Fig. 2. Its length is 3 m. If the member is subjected to a torque of 11 kN-m, determine the maximum shear stress and angle of twist. 120 mm b -200 mm 5 mm -5 mm, 5 mm Fig. 2 80 mm 5 mm 5 mm
(b-8b)+ (d-8d) Fig. 1.5 L + ÖL 1.9.1. For One-Dimensional Stress System. The relationship between stress and strain for a unidirectional stress (i.e., for normal stress in one direction only) is given by Hooke's law, which states that when a material is loaded within its elastic limit, the normal stress developed is proportional to the strain produced. This means that the ratio of the normal Lateral strain Poisson's ratio, u = Longitudinal strain Lateral strain = u x Longitudinal strain Problem 1.5. The safe stress, for a hollow steel column which carries an axial load of 2.1 x 10³ kN is 125 MN/m². If the external diameter of the column is 30 cm, determine the internal diameter.
EXAMPLE 4.1 Determine the deformation of the steel rod shown in Fig. under the given loads (E = 200000000 kN/m²) 600mm2 200mm2 100 kN 300kN 200kN 0.4m 0.3m 0.3m
Q-2 Use the method of consistent deformations to determine the reaction components, and draw the shear force and bending moment diagrams for the beam shown in Fig.2. (EI is constant). 20 KN 10 KN B 2 m D et 2 m Fig.2
Q1: Due to the applied loading, the element at point A on the solid shaft in Fig.a is subjected to the state of stresses shown in Fig. b. Determine the principal stresses and maximum shear stresses acting at this point. Draw the element at each state of stresses. P Fig. a T 45 MPa <-30 MPa Fig. b 10 MPA
6. In Fig. 6, a 1.5 m long cantilever beam with a circular cross section (R = 100 mm) and two symmetrically positioned longitudinal holes is loaded by a concentrated force P at its tip. The material is a titanium alloy with a 600 MPa maximum allowed working stress when bent. Find the maximum permitted vertical force P value. 1.5 m Radius= R = 100 mm Radius of hole =
Internal tensile forces in a rod subjected to a uniaxial pulling load
B) The free ends of two cantilever beams each of length L and flexural rigidity El are joined together with a spring as shown in Fig. (6). The stiffness of the spring is K = Using the method of consistent deformations, determine the force in the spring due to a concentrated load W acting at center of the lower cantilever. www
2. Determine the reactions and draw the shear and moment diagrams for the structures shown using method of consistent deformations. 37 k 3 k/ft ..... 10 ft 5 ft 20 t El = Constant 12 kN/m 23 kN BO 20 ft 15ft El = Constant