Bakrie University Civil Engineering Departement Structural Analysis I

Member L (m) A (m) F (KN) Fv (KN) F *Fv*L (KN) (F*Fv*L)/A

AB 6 0,0026 -136,53 -1,33 1089,5094 419042,07692

BC 6 0,0026 -136,53 -1,33 1089,5094 419042,07692

AD 4,5 0,0020 202,00 1,00 909,0000 454500,00000

AE 7,5 0,0020 -333,33 -1,67 4174,9583 2087479,12500

DE 6 0,0026 405,33 2,67 6493,3866 2497456,38462

BE 4,5 0,0020 100,00 0,00 0,0000 0,00000

CE 7,5 0,0026 170,00 1,67 2129,2500 818942,30769

6696461,97115

Diketahui

E (KPa) 200000000

Perhitungan Deflections

Deflection at C (m) =(1/E) ( (F*Fv*L)/A)

Deflection at C (mm)

0,03348

33,48231

(F*Fv*L)/A

Tabel Perhitungan Deflection of the Truss

Number P7.6

Assignment of Structural Analysis " Deflections of Trusses, Beams, and Frames: Work-Energy Methods

Name : Rahmad Efendi

NIM : 1122004002

Even Semester AY 2013/2014 Rahmad Efendi