diff --git "a/data/examples/Concentric_Footing_Example.ipynb" "b/data/examples/Concentric_Footing_Example.ipynb"
new file mode 100644--- /dev/null
+++ "b/data/examples/Concentric_Footing_Example.ipynb"
@@ -0,0 +1,12272 @@
+{
+ "cells": [
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "## Isolated Pad foundation example using the FoundationDesign module in python"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "### This example is contained in Reinforced concrete design to eurocodes by Prab Bhatt ,Thomas J. MacGinley and Ban Seng Choo 4TH EDITION\n",
+ "Example of Design of an Axially Loaded Base section 11.4.2.1 page 443 \n"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "### Problem statement"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ ""
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "We start by importing the padfoundation class from the foundationdesign module"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": null,
+ "metadata": {},
+ "outputs": [],
+ "source": [
+ "# RUN THIS CELL FIRST TO INITIALISE GOOGLE NOTEBOOK!!!!\n",
+ "!pip install FoundationDesign"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 1,
+ "metadata": {},
+ "outputs": [],
+ "source": [
+ "from FoundationDesign import PadFoundation,padFoundationDesign"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 2,
+ "metadata": {},
+ "outputs": [],
+ "source": [
+ "# Create the pad foundation object\n",
+ "# Since the foundation is concentric the column position in x and y direction is foundation length and width divided by two\n",
+ "fdn = PadFoundation(\n",
+ " foundation_length=2500,\n",
+ " foundation_width=2500,\n",
+ " column_length=400,\n",
+ " column_width=400,\n",
+ " col_pos_xdir=1250,\n",
+ " col_pos_ydir=1250,\n",
+ " soil_bearing_capacity=200,\n",
+ ")"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Display the foundation geometry"
+ ]
+ },
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+ "execution_count": 3,
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+ "zerolinecolor": "white",
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+ "title": {
+ "text": "FOOTING PLAN"
+ },
+ "width": 500
+ }
+ }
+ },
+ "metadata": {},
+ "output_type": "display_data"
+ }
+ ],
+ "source": [
+ "fdn.plot_geometry(show_plot=False)"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Assign dead and imposed loads"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 4,
+ "metadata": {},
+ "outputs": [],
+ "source": [
+ "fdn.column_axial_loads(permanent_axial_load=800,imposed_axial_load=300)"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Assign foundation loads needed to calculate the self weight of the soil and the concrete"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 5,
+ "metadata": {},
+ "outputs": [
+ {
+ "name": "stdout",
+ "output_type": "stream",
+ "text": [
+ "The self weight of concrete is 15.6kN/m² while the soil weight is 0.0kN/m²\n"
+ ]
+ }
+ ],
+ "source": [
+ "#since this example doesnt include the depth of soil above the foundation it is set to zero. The initial depth is set to 300\n",
+ "#this can be changed easily if the foundation fails shear and punching shear checks\n",
+ "z = fdn.foundation_loads(foundation_thickness=650,soil_depth_abv_foundation=0,soil_unit_weight=18,concrete_unit_weight=24)\n",
+ "print(f'The self weight of concrete is {z[0]}kN/m\\u00b2 while the soil weight is {z[1]}kN/m\\u00b2')"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Check the base pressure at the foundation four corners"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 6,
+ "metadata": {},
+ "outputs": [
+ {
+ "name": "stdout",
+ "output_type": "stream",
+ "text": [
+ "(191.6, 191.6, 191.6, 191.6)\n"
+ ]
+ }
+ ],
+ "source": [
+ "z =fdn.pad_base_pressures_sls()\n",
+ "print(z)"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Check the foundation soil pressure at serviceability limit state to ensure the foundation sizing is adequate\n"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 7,
+ "metadata": {},
+ "outputs": [
+ {
+ "data": {
+ "text/plain": [
+ "'PASS - Presumed bearing capacity exceeds design base pressure'"
+ ]
+ },
+ "execution_count": 7,
+ "metadata": {},
+ "output_type": "execute_result"
+ }
+ ],
+ "source": [
+ "fdn.bearing_pressure_check_sls()['status']\n",
+ "#This shpws that the foundation size is adequate"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Check the minimum area required for the pad foundation"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 8,
+ "metadata": {},
+ "outputs": [
+ {
+ "name": "stdout",
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+ "text": [
+ "The minimum area requried for the pad foundation is 6.003m²\n"
+ ]
+ }
+ ],
+ "source": [
+ "# This method is can be called immediately after all the loads have been updated. This method will give the user the idea\n",
+ "# of the minimum area needed for the pad foundation. With this information the user can then decide either to use the area as a square or rectangular\n",
+ "# foundation\n",
+ "area = fdn.minimum_area_required()\n",
+ "print(f'The minimum area requried for the pad foundation is {area}m\\u00b2')\n",
+ "# The required area in this case is 10.24m2 meaning this foundation can be redesigned using a dimension of 2.45m"
+ ]
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+ "fdn_design = padFoundationDesign(\n",
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+ ")"
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+ "xaxis": {
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+ "text": "Shear Force (N)"
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+ "metadata": {},
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+ "source": [
+ "fdn_design.plot_shear_force_Y()"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Show the reinforcement area required along the x axis"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 29,
+ "metadata": {},
+ "outputs": [
+ {
+ "name": "stdout",
+ "output_type": "stream",
+ "text": [
+ "The area of steel required in the x direction is 907mm²/m\n"
+ ]
+ }
+ ],
+ "source": [
+ "z = fdn_design.area_of_steel_reqd_X_dir()['area_required_per_m']\n",
+ "print(f'The area of steel required in the x direction is {z}mm\\u00b2/m')"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Show the reinforcement area required along the y axis"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 30,
+ "metadata": {},
+ "outputs": [
+ {
+ "name": "stdout",
+ "output_type": "stream",
+ "text": [
+ "The area of steel required in the Y direction is 883mm²/m\n"
+ ]
+ }
+ ],
+ "source": [
+ "z = fdn_design.area_of_steel_reqd_Y_dir()['area_required_per_m']\n",
+ "print(f'The area of steel required in the Y direction is {z}mm\\u00b2/m')"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Show the reinforcement area provided along the x axis"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 31,
+ "metadata": {},
+ "outputs": [
+ {
+ "data": {
+ "text/plain": [
+ "'Provide H16mm bars spaced at 200.0mm c/c bottom. The area provided is 1005mm²/m parallel to the 2.5m side'"
+ ]
+ },
+ "execution_count": 31,
+ "metadata": {},
+ "output_type": "execute_result"
+ }
+ ],
+ "source": [
+ "fdn_design.reinforcement_provision_flexure_X_dir()['status']"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Show the reinforcement area provided along the y axis"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 32,
+ "metadata": {},
+ "outputs": [
+ {
+ "data": {
+ "text/plain": [
+ "'Provide H12mm bars spaced at 125.0mm c/c bottom. The area provided is 905mm²/m parallel to the 2.5m side'"
+ ]
+ },
+ "execution_count": 32,
+ "metadata": {},
+ "output_type": "execute_result"
+ }
+ ],
+ "source": [
+ "fdn_design.reinforcement_provision_flexure_Y_dir()['status']"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Check for transverse shear along Y direction"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 33,
+ "metadata": {},
+ "outputs": [
+ {
+ "data": {
+ "text/plain": [
+ "'The design shear resistance of 570.395kN exceeds the design shear force of 274.176kN - PASS!!!'"
+ ]
+ },
+ "execution_count": 33,
+ "metadata": {},
+ "output_type": "execute_result"
+ }
+ ],
+ "source": [
+ "fdn_design.tranverse_shear_check_Xdir()['status']"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Check for transverse shear along Y direction"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 34,
+ "metadata": {},
+ "outputs": [
+ {
+ "data": {
+ "text/plain": [
+ "'The design shear resistance of 574.91kN exceeds the design shear force of 283.968kN - PASS!!!'"
+ ]
+ },
+ "execution_count": 34,
+ "metadata": {},
+ "output_type": "execute_result"
+ }
+ ],
+ "source": [
+ "fdn_design.tranverse_shear_check_Ydir()['status']"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Check for Punching shear at the column face"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 35,
+ "metadata": {},
+ "outputs": [
+ {
+ "data": {
+ "text/plain": [
+ "'The maximum punching shear resistance of 4.488N/mm² exceeds the design punching shear stress of 1.61N/mm² - PASS!!!'"
+ ]
+ },
+ "execution_count": 35,
+ "metadata": {},
+ "output_type": "execute_result"
+ }
+ ],
+ "source": [
+ "fdn_design.punching_shear_column_face()['status']"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Check for Punching shear at 1d from column face"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 36,
+ "metadata": {},
+ "outputs": [
+ {
+ "data": {
+ "text/plain": [
+ "'The maximum punching shear resistance of 0.762N/mm² exceeds the design punching shear stress of 0.312N/mm² - PASS!!!'"
+ ]
+ },
+ "execution_count": 36,
+ "metadata": {},
+ "output_type": "execute_result"
+ }
+ ],
+ "source": [
+ "fdn_design.punching_shear_check_1d()['status']"
+ ]
+ },
+ {
+ "attachments": {},
+ "cell_type": "markdown",
+ "metadata": {},
+ "source": [
+ "#### Check for Punching shear at 2d from column face"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 37,
+ "metadata": {},
+ "outputs": [
+ {
+ "data": {
+ "text/plain": [
+ "'The maximum punching shear resistance of 0.381N/mm² exceeds the design punching shear stress of -0.011N/mm² - PASS!!!'"
+ ]
+ },
+ "execution_count": 37,
+ "metadata": {},
+ "output_type": "execute_result"
+ }
+ ],
+ "source": [
+ "fdn_design.punching_shear_check_2d()['status']"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": 38,
+ "metadata": {},
+ "outputs": [
+ {
+ "data": {
+ "text/plain": [
+ "' The allowable sliding resistance 327kN is greater than the actual horizontal loads 0kN Status - PASS!!!'"
+ ]
+ },
+ "execution_count": 38,
+ "metadata": {},
+ "output_type": "execute_result"
+ }
+ ],
+ "source": [
+ "fdn_design.sliding_resistance_check()['status']"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "execution_count": null,
+ "metadata": {},
+ "outputs": [],
+ "source": []
+ }
+ ],
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+ "language": "python",
+ "name": "python3"
+ },
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+ "name": "python",
+ "nbconvert_exporter": "python",
+ "pygments_lexer": "ipython3",
+ "version": "3.10.4"
+ },
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+ "nbformat_minor": 2
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