LRFD Tension Member Design

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Description

Design of the following elements under tension loading in accordance with LRFD specifications;

Channel Sections
HSS (welded)
HSS (bolted)
Single L (bolted)
Single L (welded)
W (bolted flanges)
W (bolted web)
WT (welded)

DESCRIPTION -Check design tensile strength of Channel Shape members to AISC LRFD 3rd Ed. -Effect of shear lag is considered. -Further Shear and Tension rupture analysis per specific connection is required. -Material assumed to conform to ASTM A36 INPUT CALCULATIONS

Calculation Reference
Design with Standard Structural Sections
LRFD design
Tension Members