HighlightQuestion 1a) For each of the reactions in the structures in figure 1, explain whether they areappropriate to be used as redundant or not.MASkNi)10KN3m2mii1)PDSENSkNAHHA4m1.5m 1.5mTRAFigure 1b) Write the compatibility equation of the structure in figure 2.5KN10KN/m2.5m2.5m2.5mFigure 22.5m 2.5m

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Question 1 a) For each of the reactions in the structures in figure 1, explain whether they are appropriate to be used as redundant or not. |SkN i) H 10KN iii) 3m 2m B PD కాా |5IN 5kN i) A H RA HA 4m - 1.5m 1.5m

Question 1 a) For each of the reactions in the structures in figure 1, explain whether they are appropriate to be used as redundant or not. |SkN i) H 10KN iii) 3m 2m B PD కాా |5IN 5kN i) A H RA HA 4m - 1.5m 1.5m

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.

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