#MIDAS GEN TUTORIAL UPDATE#
#MIDAS GEN TUTORIAL CODE#
#MIDAS GEN TUTORIAL ISO#

Wall: Concrete Grade C30/37 Wall thickness Girder sections DesignationД®urocode-8(2004) Spectrum Parameters: TYPE 1 Ground Type : B Importance Factor : 1.0.

(Assume that rebar direction is selected as Angle 2 for Width smoothing direction.) Following equations show how the smoothing option works for the node EN21. For the element E2, member forces exist at the node EN21, EN22, EN23 and EN24. EN21 In one plate element, 4 internal forces exist. (no smoothing) Width: Design result of slab elements at each node is produced using the average of the bending moments of the contiguous slab elements with the specified width.

Nodal: Design results are displayed using the average internal nodal forces of the contiguous elements sharing the common nodes.Д®lement: Design results are produced for moments at each node of slab elements. Design > Meshed Slab/Wall Design > Slab Flexural DesignД®lement: Design results are displayed using the internal forces calculated at each node of elements. By selecting the smoothing option, the program can consider the smooth moment in slab design. The updated rebar data is used for strength verification.Дў Check п‚І The ratio of the design moment to the moment resistance when the designed rebar spacing is applied.ДЇor practical design, smooth moment distributions are preferred.

#MIDAS GEN TUTORIAL UPDATE#

3 Click п‚І Produce the detail flexural design results of slab elements in a text format.Д¤ Click п‚І Produce the flexural design forces of slab elements in a tabular format.ДҐ Click п‚І Update the rebar quantity for each slab element. п‚І Display the bending moments of the floor slab elements along a cutting line, and produce the design results of reinforcement.Д 4 Slab Flexural Design Procedure 1 Design > Meshed Slab/Wall Design >Дў Select. 1 1 Design > Meshed Slab/Wall Design > Slab/Wall Load Combinations 2Д 4 Design Criteria for Rebar Procedure Specify rebar size Enter the standard sizes of rebars used in the design of reinforcement for slab/wall elements.ДЇor Slab Design : Angle 1 : 0.03 m, 0.03 mД 4 Active Identity Procedure 1 View > Activities >Д 4 Slab Flexural Design Procedure Slab Flexural Design Check the flexural design results for slab elements in contour.Д¬heck on One-Way Flexure Design option and click button 5 Procedure 1 Design > Concrete Design Parameter> Modify Column Rebar Data 2Д®nd : / Center : P16 3 Click > 2Д 4 Slab/Wall Load Combinations Procedure Slab/Wall Load Combination Select the load combinations for the slab/wall element design.

#MIDAS GEN TUTORIAL CODE#

Procedure 1 Design > Concrete Design Parameter> Concrete Design Code 2

: 1 6ДЎ Load > Response Spectrum Analysis Data > ResponseДҐ Spectrum Type : Horizontal Design SpectrumД 2 Response Spectrum Load Cases ProcedureД®xcitation Angle : 0 3 3 Check : EURO2004 H-Design 4ДҐ Load Cases Name : RY Excitation Angle : 90 > Click 4 6ДЎ Results > Combinations > Concrete Design > Auto Generation 2 1Д 2 Wind Loads Procedure 1 Load > Lateral Loads > Wind Loads > Click 2ДҐ Load Case Name : WY Wind Load Direction Factor : X-Dir.

Origin : 39, 4, 0 Click : > 4Д¬lick Nodes > Click : > Activate AllДЄpply floor loads 1 1 Tree Menu > Work > Domain1 > Double Click 2ДЎ Model > Building > Building Generation 2 2Д 2 Auto Generate Story Data Procedure 1 Model > Building > Story > Auto Generate Story Data 2Дefine sub-domain for design Reinforcement direction can be specified by sub-domains. Generate meshed elements with opening Specify meshed area for automeshing (Nodes method). Thickness : 2:0.250 5 Domain : 2 Select Wall > Click 6 Generate meshed elements for walls Specify meshed area for automeshing (Line elements method).

#MIDAS GEN TUTORIAL ISO#

Iso View > Click Midas Information Technology Co., Ltd.

Generate meshed elements for slabs Specify meshed area for automeshing (Line elements method). Shopping areas : 4.0 kN/m2 Office areas : 2.0 kN/m2Д 1 Opening the Pre-generated Model File Procedure Opening the Pre-generated Model File

Midas gen tutorial