EK616
Design of slip-critical bolted connection assumes that the fastener, under high initial tensioning, develops frictional resistance between the connected parts, preventing slippage despite external load.
EK613
A rule used by some designers that has proved satisfactory is to design the brace for 2% of the axial load of columns, or 2% of the total compressive stress […]
EK268
The design of a D-region includes the following steps: Define and isolate each region. Determine the resultant forces acting on each D-region boundary. Select a truss model to transfer the […]
EK263
Proportioning reinforced concrete structural members by ultimate-strength design is based on the following assumptions: Strain in concrete is the same as in reinforcing bars at the same level, provided that […]