TEST CASE 1.6 PIN-ENDED BEAM SUBJECTED TO CONCENTRATED LOAD AND UNIFORM DISTRIBUTED LOAD
Reference:
Pisarenko G.S., Yakovlev A.P., Matveev V.V. Guide in strength of materials. – Kiev: Sci. thought, 1988
Problem sketch
Fig. 1.6
Type of created task
Plane frame (X, Z
, UY).
Initial data:
,
,
,
;
Material properties
Isotropic elastic:
,
;
Boundary conditions
At point A
:
;
At point B :
;
Loading:
;
;
Task description:
System was modeled using bar FE
(FE 10)
Calculation results:
Table 1.
6
|
Targetvalue |
Analytical solution |
Solution results by LIRA 10.4 |
Deviation, % |
|
|
-5.043 |
-5.043 |
0 |
|
|
|
|
0 |
| | 1.875 | 1.875 | 0 |
| | 1.250 | 1.250 | 0 |
| | -8.750 | -8.750 | 0 |
