Figure 8. Pole B. Baseplate stresses obtained through the FEA method

From

Traditional vs FEA Based Analysis/Design of Baseplates for Tall Telecommunication & Transmission Poles

Tahir Kibriya, Leena Tahir

American Journal of Civil Engineering and Architecture. 2015, 3(4), 118-128 doi:10.12691/ajcea-3-4-2