U- A PensylAcrume vertical reaction a, A is 3t00 KN/nOF the vertical neaction @ c -Colve for the location @ rag mitudeof the maximun berding moment.Your answer shoul d look ike this:ABManaa = ?located (a%3D-m frmPt. A.3m

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u-A Pensyl ATrume vertical reaction e A iS 2 OF the vertical neaction @ c 100 KN/n Solve for the location @ rag mtude of the maxinun bending moment. Your answer should look ike this B Marat located (a 3m

u-A Pensyl ATrume vertical reaction e A iS 2 OF the vertical neaction @ c 100 KN/n Solve for the location @ rag mtude of the maxinun bending moment. Your answer should look ike this B Marat located (a 3m

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

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

U- A Pensyl
Acrume vertical reaction a, A is 3
t00 KN/n
OF the vertical neaction @ c -
Colve for the location @ rag mitude
of the maximun berding moment.
Your answer shoul d look ike this:
A
B
Manaa = ?
located (a
%3D
-m frm
Pt. A.
3m

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