Tensile Stress

Lectures Tagged with: Tensile Stress


Design Of Bolted Connection 1

Review of effect of internal forces on bolts and how to decide which bolt/bolts is/are critical is discussed with students. This is followed by example obtained from truss connection. Simple bolted connection is solved for students including all possible failures. Finally, AISC limitations for mid and edge spacing are discussed with students

Design Of Bolted Connection

Review of basic types of bolt and plates failure of bolted connection is discussed. This is followed by showing all possibilities of combined failures such as block shear. The 2nd part of lecture discusses internal forces effect on bolts including axial, shear forces, bending moments, and torque