CAR BRIDGE  DESIGNED BY  MAJD KHALIL  ALAA DWIKAT
TRUSSES
EXTERNAL FORCES FIRST STEP : WE SHOULD FIND THE EXTERNAL FORCES  BY THE EQUATION OF STATIC EQUILIBRIUM: THESE FORCES ARE: 1- PIN A  2- ROLLER D 3- WEIGHT OF CAR
∑ FX=0; AX=0; ∑ FY=0; YA+YD-9800=0; ∑ MA=0; 9800(6)-YA(9)=0 YA=6533.3 N YD=3266.7 N
2-ANALYSIS THE FORCES ON EACH MEMBER BY STATIC EQUATION PIN A: ∑ FY=0; 6.5KN-AGSIN60=0;  AG=7.5KN (COMPRESSION) ∑ FX=0;AB-AGCOS60 AB=3.7KN (TENSION)
PIN G: ∑ FY=0; AGSIN60-GBSIN60=0 GB=7.5KN (TENSION) ∑ FX=0; AGCOS60+GBCOS60 -GF=0 GF=7.5KN (COMPRESSION)
PIN B: ∑ FY=0; GBSIN60+FBIN60-9800=0; FB=3.7KN (TENSION) ∑ FX=0; BC-AB-GBCOS60 +FBCOS60=0; BC=5.6KN (TENSION)
THE MAXIMAM TENSION FORCE ON MEMBER  AG=7544 N THE MAXIMAM COMPRESSION FORCE ON MEMBER GB & GF =7544 N MINIMAM TENSION FORCE ON MEMBER CD=1886 N

Bridge (statics analysis)

  • 1.
    CAR BRIDGE DESIGNED BY MAJD KHALIL ALAA DWIKAT
  • 2.
  • 3.
    EXTERNAL FORCES FIRSTSTEP : WE SHOULD FIND THE EXTERNAL FORCES BY THE EQUATION OF STATIC EQUILIBRIUM: THESE FORCES ARE: 1- PIN A 2- ROLLER D 3- WEIGHT OF CAR
  • 4.
    ∑ FX=0; AX=0;∑ FY=0; YA+YD-9800=0; ∑ MA=0; 9800(6)-YA(9)=0 YA=6533.3 N YD=3266.7 N
  • 5.
    2-ANALYSIS THE FORCESON EACH MEMBER BY STATIC EQUATION PIN A: ∑ FY=0; 6.5KN-AGSIN60=0; AG=7.5KN (COMPRESSION) ∑ FX=0;AB-AGCOS60 AB=3.7KN (TENSION)
  • 6.
    PIN G: ∑FY=0; AGSIN60-GBSIN60=0 GB=7.5KN (TENSION) ∑ FX=0; AGCOS60+GBCOS60 -GF=0 GF=7.5KN (COMPRESSION)
  • 7.
    PIN B: ∑FY=0; GBSIN60+FBIN60-9800=0; FB=3.7KN (TENSION) ∑ FX=0; BC-AB-GBCOS60 +FBCOS60=0; BC=5.6KN (TENSION)
  • 8.
    THE MAXIMAM TENSIONFORCE ON MEMBER AG=7544 N THE MAXIMAM COMPRESSION FORCE ON MEMBER GB & GF =7544 N MINIMAM TENSION FORCE ON MEMBER CD=1886 N