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Mat Foundation Design Spreadsheet -

Maya didn’t stop at v1. She released v2 with a tool that could run 500 different mat thicknesses and show a cost-vs-safety curve. v3 added a Soil-Structure Interaction module that allowed for variable subgrade modulus. v4 included a Construction Stage Check to handle partial loading before the superstructure was finished.

"This foundation was designed not just with numbers, but with the understanding that a crack in the ground is a story waiting to be told. Listen to the soil. It will never lie." mat foundation design spreadsheet

Then came the . She divided the mat into a 20x20 virtual grid. For each cell, the spreadsheet summed the moments and vertical loads to calculate the exact soil pressure at that point—no more averaging. If any corner exceeded the bearing capacity, the cell screamed yellow. Maya didn’t stop at v1

"Show me," he said.

The soil report was a nightmare: erratic clay, high water table, and a building load of 45 stories pushing down. A conventional spread footing was impossible. It had to be a mat foundation—a continuous concrete raft under the entire building. The problem was the design process. Every change in column load meant redoing pages of algebra: punching shear, two-way shear, bending moment strips, reinforcement ratios. Her team used a mix of old textbooks, fragmented MathCAD sheets, and gut instinct. v4 included a Construction Stage Check to handle

Maya didn’t stop at v1. She released v2 with a tool that could run 500 different mat thicknesses and show a cost-vs-safety curve. v3 added a Soil-Structure Interaction module that allowed for variable subgrade modulus. v4 included a Construction Stage Check to handle partial loading before the superstructure was finished.

"This foundation was designed not just with numbers, but with the understanding that a crack in the ground is a story waiting to be told. Listen to the soil. It will never lie."

Then came the . She divided the mat into a 20x20 virtual grid. For each cell, the spreadsheet summed the moments and vertical loads to calculate the exact soil pressure at that point—no more averaging. If any corner exceeded the bearing capacity, the cell screamed yellow.

"Show me," he said.

The soil report was a nightmare: erratic clay, high water table, and a building load of 45 stories pushing down. A conventional spread footing was impossible. It had to be a mat foundation—a continuous concrete raft under the entire building. The problem was the design process. Every change in column load meant redoing pages of algebra: punching shear, two-way shear, bending moment strips, reinforcement ratios. Her team used a mix of old textbooks, fragmented MathCAD sheets, and gut instinct.