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1. Using the method of joints, determine the internal force in each member of this truss. 2 kips 1 kip 12 ft 12 ft - Reaction
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Answen Griven that 1sips Zkips 12Ht . Α. Β Σ Χ4 ΣΤΕ ΣH- Σ-o ΣΗ (+1) V)V -3ΚPS ΣΗΟ- -Ο. AJain ΣΗΕ- 24 +6 3 kips VD toren D V 3 VE 30-3 F kips The euation of equilibaum. 2ip A FAB T FAD FABO Again fAD 2kipeuations of equilibaium don dointc Ikip foc Fre Σ FJo FFC ezuations ot quilibouen afjoint D 2KiP 30 kip. fED ΣΗο 2+ FB ine -30-2 Sine 2-8 2.& o.4705 59kips FBD foeme 5 Eas C0) = FeD kips 55,42 -FED to joinE euation of euilion u FsF FEF 30kips Fx0 FBSine 30 kips BF FBF (a45)30 FBF = 63.76 kips foe FEF 32 43 KiPS erations of euiliaium t kips 6kiPs o bips 63-76 kips 3.PsSok

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