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Open Project Report

ENGR 492

Course Project # 2

Click and drag or select a node and use w, a, s, d keys to move the node around
Alternatively, set each node's coordinates in the table

12345 1234

Results

Node # u [in] v [in] Fx [lbf] Fy [lbf]
1-0.0086787-0.0352783-1000-1732
20.0099554-0.033513600
30-0.00176473078.4710
400-2078.4711732.051
Element # displacement [in]StrainStress[psi]Force[lbf]
10.00176470.000294188231732
2-0.0086787-0.0007232-7955-1000
3-0.0052941-0.0003946-11838-2324
40.02004250.0015845174302191
50.00176470.000176552951039
Node x-value y-value
Node 1
Node 2
Node 3
Node 4
Component At Node Angle [deg] Value [lb]
Force 1
Roller support 1
Fixed support 1 0
Elements Node Connectivity Cross Section Material
Bar 1 =>
Bar 2 =>
Bar 3 =>
Bar 4 =>
Bar 5 =>
Global Equilibrium Equation: [k]{u}={F}
u1v1u2v2u3v3u4v4
u1115000-115000
v109820-9810000
u200450143-351-176-9833
v20-9811431080-176-8833-11
u3-1150-351-17646617600
v300-176-881766770-589
u400-98330098-33
v40033-110-589-33600
{u}
u1
v1
u2
v2
u3
v3
0
0
{F}
-1000
-1732
0
0
R3x
0
R4x
R4y