1. 1 For the beam shown below, (a) Draw the V-Diagram (b) Draw the M-Diagram (c) Find the largest value of o, and give the (x,y,z) coordinates of its location. (d) Find the largest value of 7y and give the (x,y,z) coordinates of its location. List of beam properties List of displacements List of forces of single-point constraints (these are the reactions at the supports) List of forces in beam elements List of stresses in beam elements S = 0.05" Si = 0.04" 30" Cross section Aluminum 50.000 in.lb E- l0xIo psi V=0. 3 60"

1. 1 For the beam shown below, (a) Draw the V-Diagram (b) Draw the M-Diagram (c) Find the largest value of o, and give the (x,y,z) coordinates of its location. (d) Find the largest value of 7y and give the (x,y,z) coordinates of its location. List of beam properties List of displacements List of forces of single-point constraints (these are the reactions at the supports) List of forces in beam elements List of stresses in beam elements S = 0.05" Si = 0.04" 30" Cross section Aluminum 50.000 in.lb E- l0xIo psi V=0. 3 60"

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 two member truss ABC is shown in the figure. The force (in kN) transmitted in member AB is

Q: A plane truss is shown in figure. All the members of the planar truss have the same properties in…

A: For a plane truss,area of cross-section (A)and modulus of elasticity (E)The maximum axial force that…

Q: The force F has a magnitude of 500 Ib and acts along the line AM where M is the midpoint of the…

A: Given :- Magnitude of the force F = 500 lb Force acts along the line AM To determine :- x,y and z…

Q: Statics of Rigid Bodies (Round off to two (2) decimal places. Include negative sign (-) if the…

A: Force F = 800 lbF acting at 40° with the rod AB.Rod AB is at angle 60° to the horizontal.

Q: A rigid member ACB is shown in the figure. The member is supported at A and B by pinned and guided…

Q: Question 1 The structure at right is (select one): a. Unstable and Partially Constrained b. Unstable…

Q: Please solve no 6 and 10 step by step solution

Q: For the statically indeterminate beam shown in Figure 3, determine the reactions at the support A…

A: Indeterminate beam with half span loading, It is asked to determine the reactions at the support A…

Q: Determine all the reactions of the given structure. The surface against which the support Dis…

A: GIVEN- X=10 KN AX=?AY=?DX=?DY=?

Q: Problem 4 The shown bent tube is connected to a guide at A and rests on a roller support at B. It is…

Q: Resolve the Force F1 into components acting along the u and v axes and determine the magnitudes of…

Q: (b) (5 pt) Draw and properly label a free-body diagram of ring A of the structure shown. Include…

A: For the given structure, the free-body diagram of ring A is to be drawn.

Q: own. E G 300 N On RBA Rge RA 1200 N 600N 20 m 20 m I5 m 15 m

Q: Determine the bar forces and reactions in the truss shown in Figure 11.8a. Note that AE is constant…

Q: The uniform beam has a mass of 48 kg per meter of length. Determine the reactions at the supports.…

A: Given:- The mass of the uniform beam = 48 kg/m The mass of the block on the beam = 320 kg To…

Q: B.2. Elementary beam theory predicts that the axial bending stress ox in a prismatic beam is given…

Concept explainers

Laws of Equilibrium

A body is said to be in equilibrium if the system of forces acting on the body tends to keep the body at rest, in other words, there is no translation motion or net torque on the body. Under such conditions, the equilibrium conditions are to be applied to analyze the condition. The branch of mechanics that deals with this condition is known as 'statics'. Under equilibrium, there are no net forces on the body.

Question

1. 1 For the beam shown below,
(a) Draw the V-Diagram
(b) Draw the M-Diagram
(c) Find the largest value of o, and give the (x,y,z) coordinates of its location.
(d) Find the largest value of 7y and give the (x,y,z) coordinates of its location.
List of beam properties
List of displacements
List of forces of single-point constraints (these
are the reactions at the supports)
List of forces in beam elements
List of stresses in beam elements
S = 0.05"
Si = 0.04"
30"
Cross section
Aluminum
50.000 in.lb
E- l0xIo psi
V=0. 3
60"

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

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 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

Find the displacements at points A, B, C, and D underthe loading effect of the rod element with a diameter of10.1 mm in the figure.The rod is made of aluminum (E = 70 GPa). 1- Support reaction at D? (kN)by drawing the normal force diagram;2- Normal force on element CD? (kN)3- Normal force on element BC? (kN)4- Normal force on element AB? (kN) 5- Normal stress in element CD? (MPa)6- Normal stress in element BC? (MPa)7- Normal stress in element AB? (MPa)8- Away in D? (mm)9- Away at C? (mm)10- Away in B? (mm)11- Away, in A? (mm)
Find the reaction forces for the following beam
Statics Don't copy.
asap
PE Problem for Module 2.1: Solve the complex truss below by the method of substitution. See component reactions at the supports . Match the axial bar force by ticking the circle that corresponds to your answer according to your solution.
2KH Goo Support reaction at point B=.
A prismatic beam of mass density p, cross-sectional area A, and length L rests upon a fixed pinned support at A and roller support B, as shown. The beam is symmetrically positioned with overhanging sections of length a to the left and right of A and B, respectively. L-a 2 A a- -L- B g Questions: (a) Sketch a free-body diagram of the beam, labeling all dimensions, external forces, and reactions due to the gravitational "self-weight" of the beam. (b) Compute the reaction forces due to the beam's self-weight expressed in terms of the given variables. (c) Compute the value or formula for the shear force V(x) and bending moment M(x) deformation distributions within specific beam intervals. (d) Sketch graphs of the shear force and bending moment distributions. Line up the shear force plot directly over the bending moment plot with equivalently scaled horizontal axes. Label all critical points, such as zero crossings, and local maxima and minima in each plot.
We are given the statically indeterminate structure in Fig. 1, with a degree of indeterminacy of 2. The value of EI is 5·10^7 kip-in2 for both members. The effect of axial deformations is neglected. You are asked to solve the structure; that is, calculate the support reactions and the internal loading diagrams.
This is statics of rigid bodies. Show a step by step solutions.
A 2D structure having members connected by smooth pins is subjected to a load of 20 kN as shown in figure. The ratio of forces in members AB to AE is IG E 20 kN 45° B A 3 @ 3m = 9m
Element 1 Element 2 400 kN.m A В 2 m 2 m Figure. 1 Question 1 The structure shown in Fig. 1 is fixed at Node A and constrained with roller support at Node B. The structure is subjected to concentrated moments at Node C. Assume El is constant. Detemine the degree of static indeterminacy (DSI), i.e., the excess of unknown actions than the available number of equations of static equilibrium. Find the reaction at support B using the flexibility (force) method of analysis. Draw the shear force diagram (SFD) and bending moment diagram (BMD) showing all the peak values. i. ii. ii.
use the FORCE METHOD please!