The American Rental Association’s annual trade show will be held at the Ernest N. Morial Convention Center in New Orleans, La., U.S.A. Registration is now open.
Will be held at the Holiday Inn Rolling Meadows, Rolling Meadows, Ill. For information, visit www.mwfpa.com.
"The Real Deal." The annual tent conference will be held at the New York, New York Resort and Casino in Las Vegas, Nev. Click here for information.
Training takes place at Allsite Structure Rentals; part of the IFAI Tent Conference 2012.
Tent Renters Association of the Midwest will hold its 2012 conference in Menomenee Falls, Wis.
The American Association of Textile Chemists and Colorists will hold their annual conference at Hilton University Place in Charlotte, N.C., U.S.A. Conference will include three educational tracks (Concept 2 Consumer®, chemical applications and materials), poster session, student paper competition and an awards luncheon.
The annual IFAI Canada Expo features dedicated exposition hours on the exhibit floor, combined with a compelling and interactive program. The 2012 event will take place at the Delta Meadowvale Resort and Conference Centrein in Mississauga, ON.
The Rental Mart is a celebration of the equipment and event rental industries.
Southwest Industrial Fabrics Association will hold its convention at the Hilton Garden Inn, Austin, Texas, U.S.A. The annual meeting, a market day, walking tour and a golf tournament will be included, as well as a workshop sponsored by PAMA on Friday, April 27: “Value-Added Selling and New Technologies.”
Will be held at the Reynolds Plantation, Greensboro, Ga., U.S.A. The premiere leadership forum for the specialty fabrics industry, developed by the United States Industrial Fabrics Institute and the Narrow Fabrics Institute. For information, visit www.usifi.com or www.narrowfabrics.org.
IFAI's Tent Rental Division asked the University of Illinois School of Engineering to generate a 600-page report on maximizing the strength of tent stakes. Nearly all key factors in smart staking are summarized in what the engineers referred to as "baseline conditions." The engineers used 1-inch-diameter, smooth stakes in their work. They vertically drove stakes 36 inches into the ground, fastened a load 2 inches above the ground surface and pulled it at a 45-degree angle.
Soil consistency is the first factor to consider in staking. The more resistant the soil, the greater the pull-out capacity, or strength, of an individual stake. The pull-out capacity of a stake driven at baseline conditions into hard soil is 2,500 pounds; a baseline stake driven into very soft ground is 100 pounds; stakes driven into saturated ground is about one-half the capacity of stakes driven into the same ground under dry conditions. Remember that soil conditions and pull-out capacity can change for the worse after installation.
The angle, depth, fastening height and load angle of the stake also affect its pull-out capacity. Stake angles 30 degrees or more decrease pull-out capacity. Angles between 0 and 15 degrees optimized a stake's strength. A fastening height of 2 inches above the ground maximized a stake's pull-out capacity-the higher the fastening height, the weaker the stake. A stake driven 36 inches deep had significantly more pull-out capacity than one at 24 inches. The angle of pull from horizontal should be 45 degrees. Even a 53-degree load angle could diminish a stake's pull-out capacity.
Group configurations of stakes can multiply the pull-out capacity. The strongest grouping is a line of six stakes perpendicular to the direction of pull. Almost as effective is six stakes in two columns and three rows connected with a gang plate. Although less effective, double staking provides some added support, especially if the stakes are positioned about one-third as far as they are driven into the ground. More effective is placing four stakes in two columns and two rows. All stakes in group configurations must conform to the specifications previously listed.