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C STAAD CalcXsl MatFoundation

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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