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Construction Stage

Please check the table below to understand the effect of filtering by load types on the extraction, with numbers.

Excerpt
nameResult Extraction Cases

This object serves multiple purposes, including defining unfactored result cases for AASHTO-based combinations, filtering staged construction results by load type, extracting incremental/cumulative results from staged construction analysis, and combining transient loads such as wind loads, live loads to identify the most critical load effects.

The main purpose of this section is to prepare Staged Construction Analysis results for AASHTO-based combinations. Most of the auto-generated transient loads, such as wind load on the structure, wind load on live load, and live load definitions, automatically generate their result extraction cases and can be directly used in limit states. However, for other loads, such as construction loads or temperature loads, the user must define a case here.

The Result Extraction Cases generated through this process will be utilized in the "Limit States" section.


When selecting result cases from a Staged Construction Analysis, there are several options available to extract results :

1.Result Extraction Method from Stages[Cumulative/Incremental]: Users can choose either 'Cumulative' or 'Incremental'. When the 'Cumulative' option is chosen, the 'Filter by Load Type' column will be activated, allowing cumulative results to be filtered based on load types. This will include all prior stages as well as the results of the selected stage.

For example, if you are analyzing a structure that has been loaded in multiple stages—say, first with dead loads and then with wearing surface loads—choosing 'Cumulative' will give you the total effect of all these loads combined up to the current stage. In contrast, selecting 'Incremental' would show only the effect of the wearing surface load applied in the current stage, without considering the dead loads applied in previous stages.

So, for example, with this logic, the below selection will lead to unexpected results since the DW stage includes all force effects, including dead and imposed loads, as they are not filtered by load type

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However, when you select the incremental effect from that stage directly as seen below, if the wearing surface is a load applied in only one stage, it will be the correct selection.

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Please check the table below to understand the difference between incremental and cumulative result extraction with numbers.

Construction Stages

Prior Construction Stage

Load Type

Incremental Results

Force Z(kip)

Cumulative Results

Force Z (kip)

Substructure Construction

NULL

Dead

4140

4140

Girder,Cross Frame, Bracing Construction

Substructure Construction

Dead

800

4940

Formwork Stage

Girder,Cross Frame, Bracing Construction

Dead

280

5220

Deck Pouring 1

Formwork Stage

Dead

500

5720

Deck Pouring 2

Deck Pouring 1

Dead

490

6210

Deck Pouring 3

Deck Pouring 2

Dead

500

6710

Deck Hardening 1-2-3

Deck Pouring 3

Change

0

6710

Deck Pouring 4

Deck Hardening 1-2-3

Dead

450

7160

Deck Pouring 5

Deck Pouring 4

Dead

450

7610

Deck Hardening 4-5

Deck Pouring 5

Change

0

7610

Barrier Construction

Deck Hardening 4-5

Imposed Dead

540

8150

Future Wearing Loads

Barrier Construction

Wearing Surface

570

8720

Note

For each 'construction stage,' the user can choose only one load type. Applying different load types in a single stage is not possible. OpenBrIM does not automatically assign load types to stages; it uses whatever load type the user selects at each construction stage.

2.Filter By Load Type[None/Dead Load/Imposed Dead ….]: Since different load types may exist in a particular stage, narrowing down the results by load type may be necessary. If the "Filter By Load Type" option is set to "None," the component will extract the incremental or cumulative results from the selected stage without filtering them by load types. However, if it is set to "Dead Load," the component will extract only the incremental or cumulative dead load results and exclude other load types, such as imposed dead or wearing surface loads, from the selected stage. This option filters the results by load type, making it crucial to correctly assign load types to the stages for accurate result extraction.

For example, consider a structure that has been loaded in four stages. In the first stage, a dead load is applied; in the second stage, an additional dead load is applied; in the third stage, an imposed dead load is added; and in the fourth stage, a wearing surface load is applied.

If you set the 'Filter By Load Type' option to 'None' and choose 'Cumulative,' and then select the fourth stage, the results will show the combined effect of all the loads (dead loads from stages one and two, imposed dead load from stage three, and wearing surface load from stage four) up to and including the fourth stage.

Now, if you select the fourth stage and filter by 'Dead Load,' the results will display the cumulative effect of the dead loads applied across the first and second stages while excluding the imposed dead load and wearing surface load. This means that although the imposed dead load and wearing surface load are present in the third and fourth stages, they won’t be reflected in the filtered results. Instead, you will see only the cumulative impact of the dead loads from the first and second stages up to the final stage.

This filtering process allows you to specifically get the cumulative effect of the dead loads over multiple stages, even when other load types are applied in subsequent stages.

Result Extraction

Construction Stages

Prior Construction Stage

Load Type

Incremental Result Extraction

Cumulative Result Extraction filter by Dead Load

Cumulative Result Extraction filter by Imposed Dead Load

Cumulative Result Extraction filter by Wind Load

SubstrConstStage

NULL

Dead

25

25

0

0

GirderStage

SubstrConstStage

Dead

30

55

0

0

SIPFormworkStage

GirderStage

Dead

12

67

0

0

Cast1PourStage

SIPFormworkStage

Dead

28

95

0

0

Cast2PourStage

Cast1PourStage

Dead

33

128

0

0

Cast3PourStage

Cast2PourStage

Dead

30

158

0

0

Cast123GainStiffStage

Cast3PourStage

Change

0

158

0

0

Cast4PourStage

Cast123GainStiffStage

Dead

29

187

0

0

Cast5PourStage

Cast4PourStage

Dead

31

218

0

0

Cast45GainStiffStage

Cast5PourStage

Change

0

218

0

0

FBarrierStage

Cast45GainStiffStage

Imposed Dead

18

218

18

0

FutureWearingStage

FBarrierStage

Wearing Surface

26

218

18

0

LLStage

FutureWearingStage

Live (Vehicular + Impact)

40

218

18

0

WSStage

FutureWearingStage

Wind on Structure

32

218

18

32

TUExpStage

FutureWearingStage

Temperature

18

218

18

0

TUContrStage

FutureWearingStage

Temperature

16

218

18

0

BRStage

FutureWearingStage

Braking

22

218

18

0

CentStage

FutureWearingStage

Centrifugal

10

218

18

0

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Cumulative Results

Filter By Load Type ‘None’

Force Z(kip)

Cumulative Results

Filter By Load Type ‘Dead Load’

Force Z (kip)

Deck Pouring 4

Deck Hardening 1-2-3

Dead

7160

7160

Deck Pouring 5

Deck Pouring 4

Dead

7610

7610

Deck Hardening 4-5

Deck Pouring 5

Change

7610

7610

Barrier Construction

Deck Hardening 4-5

Imposed Dead

8150

7610

Future Wearing Loads

Barrier Construction

Wearing Surface

8720

7610


Once results are extracted from a staged construction analysis using the incremental and filter by load type options, the Transient / Permanent Loads and Combination Method columns can be used to further define the combination of results.

3.Transient/Permanent Loads [Transient/Permanent]: For permanent loads, this column’s input should be set to ‘Permanent’. However, for transient loads, such as temperature effects, wind on the structure, wind on live loads, live load, braking, or centrifugal forces, this parameter should be set to ‘Transient’the option ‘Transient’ should be used.
Selecting this option as ‘Transient’ will neglect the selected result case from the combination if its value in the enveloped column is positive results for minimum envelopes or negative results for maximum envelopes. For example, if a live load produces a positive moment in a beam, and the ‘Transient’ setting is applied, this result could be excluded from the minimum moment combination.

Note

Choosing ‘Transient’ for permanent loads may lead to incorrect results, as the result may be excluded from the maximum or minimum calculations.

4.Stages | Factors: By clicking the three dots and selecting 'Edit,' another spreadsheet opens, allowing the user to determine the stage(s) that will be used in the extraction cases. Additionally, factors to modify the FEA results can be defined.

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Note

Additional points to consider when defining result extraction cases for live loads(LL), braking loads(BR), centrifugal loads(CE), wind load on structure(WS), and wind load on live load(WL)

  • When the user employs influence surface-based definitions for live loads (LL), braking (BR), and centrifugal (CE) loads, stages are used for influence surface coefficient calculations but not for specific live load cases. Defining result extraction cases by selecting these stages will yield incorrect results, showing zero forces. The Live Load Case library component automatically generates the result extraction case. Users can then navigate to the limit state section and assign these cases directly. Therefore, defining Live Load Cases as seen in the screenshot below is sufficient for assigning them to limit states.

  • If the user employs WS - WL AASHTO for wind load on the structure and wind load on live load, there is no need to define additional result extraction cases. The library component automatically generates the result extraction cases by enveloping them for each limit state. Users can then navigate to the limit state section and assign these cases directly.

Image ModifiedImage Modified

5.Combination Method[Linear/Envelope(Critical)]: This option can only be selected when two or more stages are involved in the ‘Stages Factors’ column. If multiple stages are involved, you can set this to either "Envelope (Critical)" or "Linear."

If the "Envelope (Critical)" option is selected, the component will find the critical case from the cases specified in the "Stages and Factors" column for each extracted result.

Example:

Suppose you are analyzing a structure with multiple stations along its length, each subjected to various loading conditions.

  • At Station 10, Case 1 might produce the highest bending moment, making it the critical case for bending moment at that location.

  • At Station 20, however, Case 2 might generate the highest axial force, making it the critical case for axial force at that station.

  • Furthermore, within the same station:

    • Case 1 could be critical for axial force.

    • Case 2 could be critical for bending moment.

When the "Envelope (Critical)" option is selected, the component automatically determines the most critical case for each result type (e.g., bending moment, axial force) at each station. This ensures that the most significant effects are captured and used in the combinations, regardless of which case produces them.

Consider the following scenarios:

  • Temperature Loads: Typically, temperature loads involve two cases—expansion and contraction. The user can add these cases to a single result extraction case and choose the "Envelope" option as "Yes" to find the critical case.

  • Deck Pouring Sequence for Constructability Checks: The deck pouring process may consist of multiple stages, with some stages exhibiting a maximum bending moment greater than that of the final stage. To capture these maximum values, the user can combine all deck pouring stages into a single result extraction case and select the "Envelope" option as "Yes" to determine and utilize the critical stage.

Important Note: If you are combining deck pouring results with live load cases for strength and serviceability checks, choosing the envelope option for each deck pouring stage is not appropriate. You should choose the final deck pouring stage for these checks. The envelope option is more suited for constructability checks, such as those involving wind loads.

Both examples are illustrated in the screenshot below.

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If the "Combination Method" is set to "Linear," the linear result combinations will operate by summing the results of multiple cases specified in the "Stages Factors" column. Factors can be applied to the cases to achieve a weighted linear combination, but it is recommended to increase the loads according to the factors defined in AASHTO under the Limit States section. These factors should only be used if any increase is needed to compute the unfactored loads.

Results Based On Construction Stages

Construction Stage

Prior Construction Stage

Load Type

Incremental Results

Force Z (kip)

Cumulative Results

Force Z (kip)

Cumulative Results filter by Dead Load

Force Z (kip)

Substructure Construction

NULL

Dead

4140

4140

4140

Girder,Cross Frame, Bracing Construction

Substructure Construction

Dead

800

4940

4940

Formwork Stage

Girder,Cross Frame, Bracing Construction

Dead

280

5220

5220

Deck Pouring 1

Formwork Stage

Dead

500

5720

5720

Deck Pouring 2

Deck Pouring 1

Dead

490

6210

6210

Deck Pouring 3

Deck Pouring 2

Dead

500

6710

6710

Deck Hardening 1-2-3

Deck Pouring 3

Change

0

6710

6710

Deck Pouring 4

Deck Hardening 1-2-3

Dead

450

7160

7160

Deck Pouring 5

Deck Pouring 4

Dead

450

7610

7610

Deck Hardening 4-5

Deck Pouring 5

Change

0

7610

7610

Barrier Construction

Deck Hardening 4-5

Imposed Dead

540

8150

7610

Future Wearing Loads

Barrier Construction

Wearing Surface

570

8720

7610

Temparture (Expansion)

Future Wearing Loads

Temperature

5

8725

7610

Temparture (Contraction)

Future Wearing Loads

Temperature

-5

8720

7610

Wind Load on Structure

Future Wearing Loads

Wind on Structure

0

8720

7610

Wind Load on Live Load

Future Wearing Loads

Wind on Live

0

8720

7610