The beam is supported by a pin at B and a roller at D. The applied loads shown in the figure havemagnitudes F₁ = 530 lb, F₂ = 540 lb, w = 120 lb/ft, and M = 2720 ft-lb. Draw the shear force and bendingmoment diagrams (in your homework documentation) and determine the equations for V(x) and M(x).Also enter the support reactions as an intermediate check on your work. Take z = 0 at point A at the leftedge of the beam.ру|F₁abaсMWSupport ReactionsThe reaction at B isThe reaction at D isValues for dimensions on the figure are given in the following table. Note the figure may not be to scale.Variable Value6.00 ft13.8 ft5.40 ftlb.lb.Shear Force and Bending Moment EquationsIn section AB:V(x)=lb and M(x)=In section BC:V(x)=In section CD:V(x)=lb and M(x)=F₂lb and M(x)=с2013 Michael Swanbom080BY NC SAlb-ft.lb-ft.lb-ft.

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The beam is supported by a pin at B and a roller at D. The applied loads shown in the figure have magnitudes F₁ = 530 lb, F₂ = 540 lb, w = 120 lb/ft, and M = 2720 ft-lb. Draw the shear force and bendin moment diagrams (in your homework documentation) and determine the equations for V(z) and M(x). Also enter the support reactions as an intermediate check on your work. Take z = 0 at point A at the let edge of the beam. ру |F₁ a b a с M Support Reactions The reaction at B is The reaction at D is W Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 6.00 ft 13.8 ft 5.40 ft In section BC: V(x)= In section CD: V(x)= lb. lb. Shear Force and Bending Moment Equations In section AB: V(x)= lb and M(x)= lb and M(x)= F₂ Ib and Mix)= с 2013 Michael Swanbom 080 BY NC SA lb-ft. lb-ft. lb-ft.

The beam is supported by a pin at B and a roller at D. The applied loads shown in the figure have magnitudes F₁ = 530 lb, F₂ = 540 lb, w = 120 lb/ft, and M = 2720 ft-lb. Draw the shear force and bendin moment diagrams (in your homework documentation) and determine the equations for V(z) and M(x). Also enter the support reactions as an intermediate check on your work. Take z = 0 at point A at the let edge of the beam. ру |F₁ a b a с M Support Reactions The reaction at B is The reaction at D is W Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 6.00 ft 13.8 ft 5.40 ft In section BC: V(x)= In section CD: V(x)= lb. lb. Shear Force and Bending Moment Equations In section AB: V(x)= lb and M(x)= lb and M(x)= F₂ Ib and Mix)= с 2013 Michael Swanbom 080 BY NC SA lb-ft. lb-ft. lb-ft.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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

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The beam is supported by a pin at B and a roller at D. The applied loads shown in the figure have
magnitudes F₁ = 530 lb, F₂ = 540 lb, w = 120 lb/ft, and M = 2720 ft-lb. Draw the shear force and bending
moment diagrams (in your homework documentation) and determine the equations for V(x) and M(x).
Also enter the support reactions as an intermediate check on your work. Take z = 0 at point A at the left
edge of the beam.
ру
|F₁
a
b
a
с
M
W
Support Reactions
The reaction at B is
The reaction at D is
Values for dimensions on the figure are given in the following table. Note the figure may not be to scale.
Variable Value
6.00 ft
13.8 ft
5.40 ft
lb.
lb.
Shear Force and Bending Moment Equations
In section AB:
V(x)=
lb and M(x)=
In section BC:
V(x)=
In section CD:
V(x)=
lb and M(x)=
F₂
lb and M(x)=
с
2013 Michael Swanbom
080
BY NC SA
lb-ft.
lb-ft.
lb-ft.

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