Structural Engineering

(nextflipdebug5) #1

Draft


5.2Trusses 97


NodeA:ClearlyAHis undercompression,andABundertension.


(+ 6 ) Fy= 0; ) FAH
y

58 = 0


FAH=


l


ly


(FAH
y

)


ly= 32 l=


p


32


2
+ 24

2
= 40

) FAH=


40


32


(58)= 72: 5 Compression


(+-) Fx= 0; ) FAH
x

+FAB= 0


FAB=


lx


ly


(FAH
y

) =


24


32


(58)= 43: 5 Tension


NodeB:


(+-) Fx= 0; ) FBC = 43 : 5 Tension


(+ 6 ) Fy= 0; ) FBH = 20 Tension


NodeH:


(+-) Fx= 0; ) FAH
x

FHC
x

FHG
x

= 0


43 : 5 
p^24
242 +32^2

(FHC)
p^24
242 +10^2

(FHG) = 0 (I)


(+ 6 ) Fy= 0; ) FAH
y

+FHC
y

 12 FHG
y

20 = 0


58 +


32
p
242 +32^2

(FHC) 12


10
p
242 +10^2

(FHG)20 = 0 (II)


SolvingforI andII we obtain


FHC = 7 : 5 Tension


FHG = 52 Compression

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