9. RESULTS

CHAPTER 9 "RESULTS" 26 EXAMPLE: For monitoring and verification of the stresses given by the solids per face, a two-piece beam of length 10 and cross-section 25x60 with solid surfaces 60 cm thick and 25 cm wide (2 elements of 12.5 cm each) was simulated. The upper face In load 1 only its own weight is included, while in load 2 a pressure load of 20 kN/m2 was introduced on the top face which is 6. Similarly the bottom face is 5. So in Post-Processor, in order to see the results in the upper tread I will select the face 6 and for bottom face 5. The stress developed by the vertical loads is the universal σyy. ⮚ From Load 1 (same weight only) At the centroid (in the middle plane) the stresses are zero (the centroid is on the neutral axis)