Design of Combined Footing Using BS8110 BS CodeFull description
Design of isolated footing combined
RCC RAFT/FOOTING WITH FOUR PEDESTAL COULD BE ANALYSED WITH EXCEL WORK BOOK
SEMINAR REPORT OF DESIGN OF ISOLATED & COMBINED FOOTING
Details about footing typesFull description
Full description
pump soft footing
Excel sheet for Eccentric footing
bFull description
footing
manual calculation
Combined FootingsFull description
dFull description
this files is developed for the structure engineers. it contains structural calculation of strip footing.Full description
Full description
Eccentric Footing Design Sheet
Pile Cap Example
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7.4 Strip Footing Example In this example, you will create a new job inside this same project to illustrate the process for designing a strip footing. 7.4.1 Creating Strip Footing Job 7.4.2 Entering Strip Footing Design Parameters 7.4.3 Performing a Strip Footing Design
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7.4.1 Creating a Strip Footing Job Now let us create a new new job inside this same same project to illustrate illustrate the process for designing designing a combined footing. 1. Click on on Job Setup Setup > Create Create a New New Job in the Main Main Navigato Navigatorr pane. pane. The Job Info and Loading forms Loading forms open in the Data Input pane. 2. Ente Enterr job job name name as “Str “Strip ip1” 1”.. 3. Choose Choose Job Job type type as “Com “Combin bined” ed” and desi design gn code code as US. US.
4. Click the
button button to include include all the Load Cases. Cases.
5. Click the the Create Create Job button button to create create a new combined combined footing footing job. job.
Pile Cap Example
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The new Strip Footing job is added to the Main Navigator pane. The new job name also appears in the Job selection list in the Standard toolbar. Additionally, strip footing controls appear in the Job Info form. 6. Select node 2 and 3 in Main View window. Nodes will be shown as selected as shown below.
7. Click the Create from Selected Node button in the . A tree view showing the support assignment will appear.
The strip footing is graphically added between the two selected supports.
Pile Cap Example
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7.4.2 Entering Strip Footing Design Parameters Now we need to input suitable design parameters. The input for both Concrete & Rebar and Cover, Soil, & Safety are as same as the previous isolated footing example. We will use the default parameters included in the program 1. Select Combined Footing Job > Design Parameters > Footing Geometry in the Main Navigator pane.
The Footing Geometry form opens in the Data Input pane. 2. Select Calculate Dimensions for the Design Type. 3. Specify other footing dimensions as follows:
Minimum Left over hang length = 36 in Minimum Right over hang length = 36 in Minimum Width = 48 in Minimum Thickness = 12 in Maximum Length = 400 in Maximum Width = 400 in Maximum Thickness = 36 in
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7.4.3 Performing a Strip Footing Design Now is a good time to save your work, if you haven't already done so. 1. Select either: Combined Footing Job > Design Parameters > Design in the Main Navigator pane.
Pile Cap Example
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or The Analyze / Design tool in the Standard toolbar. The progress of the analysis process is displayed in the Status Bar along with the steps being performed by the program in the Design Progress Report of the Output pane.
Once the analysis process is complete, a results table appears in the Output pane showing the pile cap dimensions and the bar size and spacing in the longitudinal and transverse directions.
The results are for only one of the six supports in the project because pile arrangements were selected for only support 1. The Calculation Sheet opens in the Main View window for reviewing the detailed code checks. 2. Click the Graphs tab in the Main View window to display both Bending Moment and Shear Force diagrams.