Trying to squeeze the project development timeline can introduce unintended clashes, putting construction times and project costs at risk. Without the creative thinking of the steel joist design engineer, this sprinkler hanging system could have cost the warehouse owner an additional 20 tons of steel.
The sprinkler system for the warehouse construction project was designed before the engineer of record had supplied loading information. When New Millennium design engineer Martha Johnson reviewed the drawings, she noticed they didn’t conform to the project’s actual joist webbing configuration.
While the sprinkler system was correctly shown hanging concentrically from the joist chord angles, applying force to both of the angles equally, it overlooked a serious clash. The web pattern drawing did not show a vertical member that should have been positioned there.
“Out of a desire to speed the project timeline, the joists had not yet been fully specified, and the webbing configuration was incorrect,” Johnson says.
“Unfortunately, an over-eagerness to design the sprinkler system early caused a clash. Rather than saving time, we had to spend more time trying to fix the problem,” Johnson says.
Johnson considered several potential solutions, including one that would hang the system from just one of the top chord angles instead of concentrically across both. While it had the potential to be a workable solution, Johnson considered it unsafe because the top chord would have been too shallow to support the sprinkler system.
“The project called for steel joists that were just 20 inches deep, with small top chord angles, and they would therefore not support this type of non-concentric attachment,” Johnson says.
To make this option acceptable, there seemed to be only one solution: upsizing the top chord so the system could safely hang from one angle without bending it. Johnson was not satisfied with that.
“Increasing the top chord would have added 20 tons to the job, and that would be an unacceptable cost increase that we wanted to protect our client from,” Johnson says. “Above all, we want to save the owner money while staying within code.”
So, the team thought long and hard about this issue and conducted several conference calls with the larger group. Finally, the team approved the non-concentric solution that moved the system away from the vertical member but with the addition of a ¼-inch stiffener plate to the chord angle.
“The stiffeners help ensure the outstanding leg wouldn’t bend. This way, we were able to keep the joists shallow and saved the project from the addition of 20 more tons of steel,” Johnson says.
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