For the following beams, draw the simplified free-body diagram and below it the shear and bendir moment diagrams. Show all necessary solutions. Let the analysis be from left to right. Determin the points of zero shear (if any), their distance from point A, and the bending moments at the points. Indicate the value of all the points, degree of all curves, and the maximum shear an maximum bending moment of the beam. Use the area method. The two beams shown are connected by an internal hinge at Cand are supported by a fixed support at A and a roller at D. P = 256 N W₁ = 210 N/m W₂ = 314 N/m M=409 N.m W₁ PH Pad Fay ropery CoD M CO mtenis mal. The M or couniction of mater.. W₂ 2m 2m Use the following tables as template for your solution. 5m Shear Calculation Relation of Shear to Concentrated and Distributed Load V₂ - V₁ = Bending Moment Calculation Relation of Bending Moment to Applied Moment and Shear Diagram M₂-M₁= unde de and the pyrig such ingen. youn party a anywa Shear Values (N) V₁ = MA= M₂= (N) ActXA) 293 of "Intellectual Property de 3. Any reproduct and/or omic

For the following beams, draw the simplified free-body diagram and below it the shear and bendir moment diagrams. Show all necessary solutions. Let the analysis be from left to right. Determin the points of zero shear (if any), their distance from point A, and the bending moments at the points. Indicate the value of all the points, degree of all curves, and the maximum shear an maximum bending moment of the beam. Use the area method. The two beams shown are connected by an internal hinge at Cand are supported by a fixed support at A and a roller at D. P = 256 N W₁ = 210 N/m W₂ = 314 N/m M=409 N.m W₁ PH Pad Fay ropery CoD M CO mtenis mal. The M or couniction of mater.. W₂ 2m 2m Use the following tables as template for your solution. 5m Shear Calculation Relation of Shear to Concentrated and Distributed Load V₂ - V₁ = Bending Moment Calculation Relation of Bending Moment to Applied Moment and Shear Diagram M₂-M₁= unde de and the pyrig such ingen. youn party a anywa Shear Values (N) V₁ = MA= M₂= (N) ActXA) 293 of "Intellectual Property de 3. Any reproduct and/or omic

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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Question

For the following beams, draw the simplified free-body diagram and below it the shear and bending
moment diagrams. Show all necessary solutions. Let the analysis be from left to right. Determine
the points of zero shear (if any), their distance from point A, and the bending moments at these
points. Indicate the value of all the points, degree of all curves, and the maximum shear and
maximum bending moment of the beam.
Use the area method. The two beams shown are connected by an internal hinge at C and are
supported by a fixed support at A and a roller at D.
P = 256 N
W₁ = 210 N/m
W₂ = 314 N/m
W₁
M = 409 N.m
•Pr
Property Coop
CO
mtenis mal. The b
dor comunication of e mater..
KF
2m
Use the
2m
5m
Shear
es
as template for your solution.
Relation of Shear to Concentrated and Distributed Load
VB - V₁ =
Bending Moment Calculation
Relation of Bending Moment to Applied Moment and Shear
Diagram
MB-MA=
does no
The is not
da
we your
you by
such ingen.
Thor your own reperty a
duse any was if it
were our o
W₂
M
public Act A)
Shear Values (N)
V₁ =
V₂ =
293 "Intell tual Property de
and/or commicz
(N)
MA=
M₂ =
14/023. Any reproduce

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