Steel member analysis and design (AISC360)

Tekla Tedds
2019
Tekla Tedds Tekla Tedds for Word
2018
Tekla Tedds Tekla Tedds for Word
This video demonstrates the Tekla Tedds Steel member analysis and design calculation to AISC . The calculation checks the design of rolled I sections (W, M, S or HP), channel sections (C or MC), and HSS sections (rectangular, square, round or pipe) subject to major axis bending, shear and axial tension or compression, and rolled T sections, angles and double angles and flats subject to axial tension using either the load and resistance factor design (LRFD) method or the allowable stress design (ASD) method.
Further information on Tekla Tedds can be found here.
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