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7/24/2019 C STAAD CalcXsl MatFoundation
http://slidepdf.com/reader/full/c-staad-calcxsl-matfoundation 1/4
7/24/2019 C STAAD CalcXsl MatFoundation
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BasePressure 1 3.560 0.000 -6.390 3 529.92546
MinimumBase
Pressure346 12.480 0.000 -0.339 3 143.27864
Base Pressure Summary for Service Load conditions
Node X-Coor(m) Y-Coor(m) Z-Coor(m) Load CaseBase
Pressure(kN/m2)
MaximumBase
Pressure1 3.560 0.000 -6.390 3 529.92546
MinimumBase
Pressure346 12.480 0.000 -0.339 3 143.27864
Contact Area
Load CaseArea inContact
(m2)
% of TotalArea
Area out ofContact
(m2)
% of TotalArea
3 769.68119 100.00000 0.00000 0.00000
Print Calculation Sheet
Page 4 of 4DESIGN OF MAT FOUNDATION
7/20/2012file://C:\STAAD\CalcXsl\MatFo ndation ml