Axial Capacities of Eccentrically Loaded Equal-Leg Single Angles- Comparisons of Various Design Methods

LRFD Compression Member Design

LRFD_3_14_Joints and Bearings

Calculation of the Plastic Section Modulus Using the Computer

Design Method for the Bolts in Bearing-Type Connections With Fillers

Riding the Fillet

CHANGES in AISC’s SEISMIC PROVISIONS: AISC 341-05 to AISC 341-10

The Effect of Eccentricity on Brace-to-gusset Angles

Aisc Lrfd Rules for Block Shear in Bolted-kulak,Gilbert-2001q4

W108