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spreadsheet for online cantilever retaining wall calculation, Eurocode 2, Eurocode 7, Eurocode 8, ACI, AASHTO
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online spreadsheet-like tool for cantilever wooden beam, cantilever steel beam, Eurocode, NDS, AISC
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flexural and shear calculation of concrete section, of beam and slab, spreadsheet-like, Eurocode 2, ACI, AASHTO
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56 Reports
$REFERENCE CODEFREE
Analysis of concrete beamT0033.1.1.0
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Summary
1  Introduction
2  Data
2.1  Geometry
2.2  Material
2.3  Basic reinforcement
2.4  Spans definition
2.5  Spans reinforcement
2.6  Supports definition
2.7  Free extremities definition
2.8  Load factors
3  Load conditions
4  Envelope of the bending moment at ultimate limit state
5  Envelope of the shear at ultimate limit state
6  Envelope of the bending moment at service limit state
7  Deformation
8  Flexural check
9  Checks at service limit state
10  Shear check
11  Geometry
12  Reinforcement
1 Introduction
The analysis was carried out considering a simply supported beam subject to the maximum load obtained from the combination of the nominal loads defined in the input data. The analysis was carried out considing the beam as multispan simply supporteered beam.
The nominal loads acting on each span have been combined to obtain on each span the minimum and maximum load for the corresponding combination. To take into account the space variability of the loads, multiple conditions were analyzed by locating the minimum or maximum load on the spans in order to get the maximum effect for each internal force. Bending moment and shear strength checks were carried out at the ultimate limit state and stress check at the service limit state. The checks were carried out in accordance to the Eurocode 2 standard.
The details of the analyzes and checks are collected in the following paragraphs.

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