Loads may not be increased for short-term loading.
Allowable loads are determined using the lowest of the bearing loads using Fc-perp equal to 425 psi for SPF, 625 psi for DF and 700 psi for LVL/PSL/LSL.
Loads are for a continuous beam.
Spliced conditions for the LCC must be detailed by the Designer to transfer tension loads between spliced members by means other than the lally column. The splice condition load is 6,750 lbs per beam side for LCC must be evenly loaded.
To achieve lateral loads, the LCC pipe must be welded to the column with an 1/8" fillet weld around the entire pipe.
The CCOS must be attached to the column cap plate with (4) CCOS self-tapping screws through the end plate and into the bottom of the CCOS. Max column cap plate thickness = 1/2" and 3/16" Min.
All pipe columns need to be designed by a qualified Designer. CCOS minimum column diameter is 3".
CCOS caps can resist out-of-plane (F2) forces up to 2120 lbs. provided the beam is braced to resist torsional rotation.
NAILS: 16d = 0.162" dia. x 3 1/2" long, 10d = 0.148" dia. x 3" long.