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    Structure

    Design Considerations during Construction

    BLOG NEWS & TRENDS

    OVERVIEW

     

    There are cases where the design must be satisfied for two or more conditions for the same structure. In general, the design needs to be performed considering the load during construction and the load in use at the same time, as shown below. In this document, I will introduce how to perform two analyses simultaneously.

     

    √ Page Contents

    1. Modeling
    2. Loading
    3. The Setting of Boundary Condition
    4. Running an Analysis
    5. Running an Analysis: Checking Result-1
    6. Running an Analysis: Checking Result-2
    7. Running a Design
    8. Combined Design Case
    9. Running a Design: Checking Design Result

     


    Case 1: During Construction

     

     

    09_analysis case_case 1_1

    Dead Load Slab (200mm) = 4.80kN/m2
    Live Load

    Vehicle load = 24.00kN/m2

    * It is the value considered as an impact factor.

    1.2DL + 1.6LL = 44.16kN/m2

     

     

     

    Case 2: In Use

     

    09_analysis case_case 2_2

    Dead Load

    Topping soil (900mm) = 16.20kN/m2

    Slab (200mm) = 4.80kN/m2

    Live Load

    Landscape load = 5.00 kN/m2

    *It is the value considered as an impact factor.

    1.2DL + 1.6LL = 33.20kN/m2

     

     

     

     

     

    Modeling

     

    Step 1: Add & assign a member set.

     

     

    09_analysis case_case_modeling step 1 & 2

    1) Click 'Add Member Set'.

    2) Add a new member set of 'Structure_01~02'.

     

    09_analysis case_case_modeling step 33) Assign the base members to 'Structure_01' by Selecting the members and dragging in a model tree.

     

     

     

    Step 2: Add jack support members & assign a member set.

     

     

    09_analysis case_modeling step 2_1

    09_analysis case_modeling step 2_2

    1) Add the members of jack support in the model.

    2) Select the members of jack support.

    3)Assign the members of jack support to 'Structure_02' by dragging in a model tree.

     

     

     

    Loading

     

    Step 3: Create a slab load.

     

     

     

    09_analysis case_modeling step 3_1-109_analysis case_modeling step 3_2

    1) Define 'Static Load Set'.

    2) Create 'Self-weight' of slabs.

    3) Add a slab load for each case.

     

     

    Step 4: Assign slab loads to slab members.

     

     

    09_analysis case_modeling step 41) Run 'Slab Load'.

    2) Assign the slab load for 'In Use' to slabs.

    3) Assign the slab load for 'In Construction' to slabs.

     

     

    Step 5: Create 'Support Set'.

     

    09_analysis case_case_modeling step 5_1
    09_analysis case_case_modeling step 5_2

     

    1) Run 'Slab Lod'.

    2) Assign the slab load for 'In Use' to slabs.

    3) Assign the slab load for 'In Construction' to slabs.

     

     

     

    The Setting of Boundary Condition

     

    Step 6: Assign the support set to columns.

     

    09_analysis case_case_modeling step 6-1

    1) Run 'Ad Support' in the analysis tree.

    2) Assign the support for 'In Use' to slabs at the bottom of RC columns.

    3) Assign the support for 'In Construction' at bottom of jack supports members.

     

     

     

    Running an Analysis

     

    Step 7: Create an analysis case.

     

    09_analysis case_case_modeling step 7_109_analysis case_case_modeling step 7_209_analysis case_case_modeling step 7_3

     * Select each applied member, load, and boundary condition to create an analysis case.

     

     

     

    Running an Analysis: Checking Result-1

     

    According to the load and boundary conditions, the results for each analysis case are different, as shown below.

     

    09_analysis case_case_modeling step checking result_109_analysis case_case_modeling step checking result_2

     

     

    Running an Analysis: Checking Result-2

     

     

    09_analysis case_modeling checking result_1Case 1: During Construction

     

    09_analysis case_modeling checking result_2

    Case 2: In Use

     

    09_analysis case_case_modeling step checking result_3

    .

     

    Running a Design

     

    Step 8: Create design cases.

     

    09_analysis case_case_running a design step9-1  Design Case 1: During Construction                                                         Design Case 2: In Use

     

    09_analysis case_case_running a design step8_2

     

     

    Combined Design Case

     

    It performs the design considering both Design Case 1 and 2. 

     09_analysis case_case_running a design step8_3

    1) Two design cases are crated according to each analysis case.

    2) Create a combined case for two design cases.

     

     

     

    Running  a Design: Checking Design Result

     

     Each design case has a different number of main rebars.

     

    09_analysis case_case_modeling step checking design result_1

     

     

            Design result by 'During Construction'                                                 Design result by 'In Use'

    09_analysis case_case_modeling step checking design result_2

                                                                                               Design result by 'During Construction'

    09_analysis case_case_modeling step checking design result_3In the combined design case results, the reinforcement was recalculated considering the results for both design cases.

     

     

     

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    About Author
    Yeong-il Seo | Principal Structural Engineer

    Young-il has over 13+ years of experience in building design, especially high-rise buildings with column reduction analysis, plant structures, pushover analysis, health monitoring, and vibration control projects. Since 2016, he is planning and providing technical supports for midas building products such as midas Gen, nGen, and Design+.

    E-BOOK Structural Design Guide
    for Prestressed Slabs

    Chapter 1. What is post-tensioning
    Chapter 2. Design Flow for Post-Tension
    Chapter 3. Post-Tension Design Tip and Example
    Chapter 4. Tutorial forPost-Tension Beam

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