We will now review the axial and bending stresses in the beams.
- Select
Results Contours
Stress Beam and Truss Axial Stress. The maximum tensile value is approximately 457 psi. The maximum compressive value is approximately -774 psi. 
- Select
Results Contours Stress Beam and Truss Bending about Axis 2. The maximum tensile value is 20,329 psi. The maximum compressive value is -27,686 psi. - Select
Results Contours Stress Beam and Truss Bending about Axis 3. The maximum tensile value is 13,889 psi. The maximum compressive value is -9,314 psi. - Select
Results Contours Stress Beam and Truss Worst Stress. This command displays the combined axial and bending stresses. The maximum tensile value is 28,142 psi. The maximum compressive value is -15,295 psi. - Click
Save on the Quick Access Toolbar (QAT) to save your model.
This tutorial is now complete. You can continue to the Beam Tower Critical Buckling Analysis tutorial to see if the loads applied in this analysis setup might cause geometric instability of the structure.