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Footing Type/NameDescriptionProjects utilizingStudents testing
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Wood shimsPlywood shims w/ pressure-treated 6x6 column and steel spikes and column capsStevens-Ecohadit (2013)
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Jacksteel jack on footing pads (18” to 3’ square) connected to stake linesUniversity of Waterloo, Team North (2009)
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JackHydraulic Jacks resting on wood studMiddlebury CollegeAdam Elkhouly
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CLT panel basesteel feet resting on CLT panelsCzech republic (2013)Amal Hashem
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Adjustable Post BaseUniversity of Maryland (2011)Patricia Paredes
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JackHydraulic Jack on 8x4 wood beamSCI-ARC (2011)Keith Alfaro
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JackJack is adjusteble and easy to work with, also it is cheap  Team Begium Univercity 2011Anzhella Messian
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JackFoundation Jacks to adjust to an 18" elevation over 24"x24" bearing pads.Team Alberta 2013Leslie Rosas
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Steel Scaffold FootingFoundation have a maximum bearing pressure of 50 to 70 kpa.Team New Zealand (2011)Olivier de Marc
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Concrete Cylinder Precast structural concrete with 2' X 2' X 1/2" steel plate.Team Massachusetts (2011)Olivier de Marc
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JACKJack with 2-1/2" adjust. jack A-36 steel base plate,with bearing padThe New York City College 2011Michelle Yang
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JACKsteel pier (adjustable jack) with footing padteam Purdue 2011Diego Ortega
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Jack (seismic pier) Team Ontario (2013)Patricia Paredes
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JackUPN on pillar with hydrolic jackTeam SpainBreno Bondarenko
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JackALL FOOTINGS ARE ELLIS TJ-4Team StanfordPaula Damasceno
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Concrete Beamsteel rail resting on a concrete beam anchored to the groundSouthern California Institute of Architecture and California Institute of Technology (2013Amal Hashem
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Steel Scaffold Footing 300X300MM STEEL DECK SCAFFOLD FOOTINGTeam New Zealand (2011)Jonathan Ramirez
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Jack hydraulic JackCZECH REPUBLIC (2013)Jonathan Ramirez
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jackSTEEL CRIBBING CONSISTING OF TWO CROSS
STACKED LAYERS. 		The University of TennesseeSterlin Adames
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