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UK office of IDEA StatiCa s.r.o.
Email: info@ideastatica.uk
Phone: +44 (0) 20 3579 9397

About IDEA StatiCa

We develop software for structural engineers and detailers. Our development team researches, tests, and applies new methods of analyzing the behaviour of structures and their members. Based on this, we created IDEA StatiCa – software that enables engineers to work faster, evaluate requirements of the national code thoroughly, and use the optimal amount of material. For us, creating software is a way to contribute to making every new construction around the world safer and cheaper.

 

IDEA Concrete

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Concrete & Prestressing made simple

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IDEA StatiCa Concrete is a user-friendly design tool used by engineers dealing with members/details of concrete structures. Design is based on internal forces created either in IDEA StatiCa or imported from FEA programs like Midas, Axis VM, SCIA Engineer and others.

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IDEA StatiCa Concrete & Prestressing enables an effective design of all reinforced concrete, prestressed and composite members, cross-sections and details.
Structural checks comply with both Ultimate and Serviceability limit state requirements, including deflection check considering cracking. Structural analysis of precast members and bridges is performed as a time-dependent analysis with respect to construction stages.

[/vc_column_text][/vc_column][/vc_row][vc_row row_type=”row” use_row_as_full_screen_section=”no” type=”grid” angled_section=”no” text_align=”left” background_image_as_pattern=”without_pattern” background_color=”#d6d6d6″ padding_top=”40″ padding_bottom=”40″ css_animation=””][vc_column width=”1/2″][vc_video link=”https://youtu.be/9qaWRqUjJEY”][/vc_column][vc_column width=”1/2″][vc_video link=”https://youtu.be/ZIUJAc8VGKE”][/vc_column][/vc_row][vc_row row_type=”row” use_row_as_full_screen_section=”no” type=”full_width” angled_section=”no” text_align=”left” background_image_as_pattern=”without_pattern” background_color=”#1e73be” padding_top=”40″ padding_bottom=”40″ css_animation=””][vc_column][vc_column_text]

KEY FEATURES

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Ultimate Limit State

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Analysis of cross-section loaded by any combination of internal forces.

[/vc_column_text][/vc_column][/vc_row][vc_row row_type=”row” use_row_as_full_screen_section=”no” type=”grid” angled_section=”no” text_align=”left” background_image_as_pattern=”without_pattern” padding_top=”40″ padding_bottom=”40″ css_animation=””][vc_column width=”1/2″][vc_accordion active_tab=”false” style=”toggle”][vc_accordion_tab title=”Capacity N-M-M” title_tag=”h4″][vc_column_text]Capacity N-M-M check is main concrete check of cross-section subjected to axial force and bending moments. Interaction diagram with its vertical and horizontal section is drawn for designed concrete cross-section. Diagram can be exported into image or DXF file. Data can be exported into Excel or into text file format.[/vc_column_text][vc_single_image image=”17828″ img_size=”full” qode_css_animation=””][/vc_accordion_tab][vc_accordion_tab title=”Shear” title_tag=”h4″][vc_column_text]Shear analysis with strut and tie models is adopted.

Stirrups and links
Shape of links and stirrups can be selected to resist shear and/or torsion. Optimization of compression strut angle θ can be used.[/vc_column_text][vc_single_image image=”17838″ img_size=”full” qode_css_animation=””][vc_column_text]Bent-up bars
Longitudinal reinforcing bars can be set as bent-up bars to increase shear resistance of member.[/vc_column_text][vc_single_image image=”17839″ img_size=”full” qode_css_animation=””][vc_column_text]Shear at the Interface between composite parts of concrete section
Stress check at the interface between composite parts of cross-section with consideration of interface type and reinforcement crossing the interface.[/vc_column_text][vc_single_image image=”17840″ img_size=”full” qode_css_animation=””][vc_single_image image=”17841″ img_size=”full” qode_css_animation=””][vc_empty_space][/vc_accordion_tab][vc_accordion_tab title=”Torsion” title_tag=”h4″][vc_column_text]The software automatically calculates the equivalent thin-walled section for torsion check of concrete cross-section with regard to shear reinforcement selected to resist torsion. Concrete and reinforcement is also checked.[/vc_column_text][vc_single_image image=”17843″ img_size=”full” qode_css_animation=””][vc_single_image image=”17844″ img_size=”full” qode_css_animation=””][/vc_accordion_tab][/vc_accordion][/vc_column][vc_column width=”1/2″][vc_accordion active_tab=”false” style=”toggle”][vc_accordion_tab title=”Interaction” title_tag=”h4″][vc_column_text]Interaction of all components of internal forces is checked (N, My, Mz, Vz, Vy T).[/vc_column_text][vc_single_image image=”17847″ img_size=”full” qode_css_animation=””][vc_empty_space][/vc_accordion_tab][vc_accordion_tab title=”Detailing rules” title_tag=”h4″][vc_column_text]Minimum and maximum reinforcement areas, spacing of longitudinal bars and shear reinforcement, limit value of tendon stress. etc. All detailing rules checks are referenced to the code.[/vc_column_text][vc_empty_space][/vc_accordion_tab][vc_accordion_tab title=”Response N-M-M” title_tag=”h4″][vc_column_text]Response of cross-section represents the stress-strain state of all cross-section components. It provides clear and detailed information about the behaviour and utilization of cross-section. Response N-M-M analysis provides results for further interaction check of all internal forces.[/vc_column_text][vc_single_image image=”17848″ img_size=”full” qode_css_animation=””][vc_single_image image=”17851″ img_size=”full” qode_css_animation=””][vc_single_image image=”17850″ img_size=”full” qode_css_animation=””][vc_single_image image=”17849″ img_size=”full” qode_css_animation=””][/vc_accordion_tab][/vc_accordion][/vc_column][/vc_row][vc_row row_type=”row” use_row_as_full_screen_section=”no” type=”grid” angled_section=”no” text_align=”left” background_image_as_pattern=”without_pattern” padding_top=”40″ css_animation=””][vc_column][vc_column_text]

Serviceability Limit State

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Often the critical type of check

[/vc_column_text][/vc_column][/vc_row][vc_row row_type=”row” use_row_as_full_screen_section=”no” type=”grid” angled_section=”no” text_align=”left” background_image_as_pattern=”without_pattern” padding_top=”40″ padding_bottom=”40″ css_animation=””][vc_column width=”1/2″][vc_accordion active_tab=”false” style=”toggle”][vc_accordion_tab title=”Stress limitation” title_tag=”h4″][vc_column_text]Check of stresses in concrete fibres and reinforcement for short-term and long-term effects.[/vc_column_text][vc_single_image image=”17856″ img_size=”full” qode_css_animation=””][/vc_accordion_tab][vc_accordion_tab title=”Crack width” title_tag=”h4″][vc_column_text]Crack width is calculated for reinforced, prestressed, and composite 1D and 2D concrete members (liquid retaining and containment structures). The concrete may be effective or ineffective in tension.[/vc_column_text][vc_single_image image=”17860″ img_size=”full” qode_css_animation=””][vc_empty_space][/vc_accordion_tab][vc_accordion_tab title=”Deflection control” title_tag=”h4″][vc_column_text]Deflection control of reinforced and prestressed concrete girders with effect of cracking, concrete age (modulus of elasticity), creep and shrinkage.[/vc_column_text][vc_single_image image=”17861″ img_size=”full” qode_css_animation=””][/vc_accordion_tab][/vc_accordion][/vc_column][vc_column width=”1/2″][vc_accordion active_tab=”false” style=”toggle”][vc_accordion_tab title=”Brittle failure” title_tag=”h4″][vc_column_text]Load-carrying capacity is verified using reduced area of prestressing reinforcement.[/vc_column_text][vc_empty_space][/vc_accordion_tab][vc_accordion_tab title=”Fatigue” title_tag=”h4″][vc_column_text]Determination of stress-range and fatigue resistance considering the fatigue strength of concrete, reinforcement and prestressing reinforcement. Fatigue checks are provided for both road and railway bridges.[/vc_column_text][vc_empty_space][/vc_accordion_tab][vc_accordion_tab title=”Decompression” title_tag=”h4″][vc_column_text]The decompression condition requires position of prestressing reinforcement within concrete in compression.[/vc_column_text][vc_single_image image=”17862″ img_size=”full” qode_css_animation=””][/vc_accordion_tab][/vc_accordion][/vc_column][/vc_row][vc_row row_type=”row” use_row_as_full_screen_section=”no” type=”grid” angled_section=”no” text_align=”left” background_image_as_pattern=”without_pattern” padding_top=”40″ css_animation=””][vc_column][vc_column_text]

Special analysis

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Detail analysis enables safe and economic design.

[/vc_column_text][/vc_column][/vc_row][vc_row row_type=”row” use_row_as_full_screen_section=”no” type=”grid” angled_section=”no” text_align=”left” background_image_as_pattern=”without_pattern” padding_top=”40″ padding_bottom=”40″ css_animation=””][vc_column width=”1/2″][vc_accordion active_tab=”false” style=”toggle”][vc_accordion_tab title=”Bridge Load Rating” title_tag=”h4″][vc_column_text]Automated calculation of bridge load rating for concrete bridges (road and railway) can be performed for both Ultimate and Serviceability limit states. Existing data input for design process of bridge structure may be used in subsequent bridge load rating analysis. BIM links and effective iterative process are provided to help you save your time significantly.[/vc_column_text][vc_single_image image=”17864″ img_size=”full” qode_css_animation=””][vc_single_image image=”17865″ img_size=”full” qode_css_animation=””][vc_empty_space][/vc_accordion_tab][vc_accordion_tab title=”M-N-Kappa” title_tag=”h4″][vc_column_text]M-N-rotation diagram can be used for the calculation of properties of plastic hinges e.g. for seismic analysis using Pushover Method.[/vc_column_text][vc_single_image image=”17866″ img_size=”full” qode_css_animation=””][vc_single_image image=”17867″ img_size=”full” qode_css_animation=””][vc_empty_space][/vc_accordion_tab][vc_accordion_tab title=”Non-linear creep” title_tag=”h4″][vc_column_text]Time dependent analysis (TDA) enables to determine nonlinear creep effect. This type of analysis provides more realistic results and enables more economic design with regard to stress limitation checks.[/vc_column_text][/vc_accordion_tab][/vc_accordion][/vc_column][vc_column width=”1/2″][vc_accordion active_tab=”false” style=”toggle”][vc_accordion_tab title=”Time Dependant Analysis” title_tag=”h4″][vc_column_text]Unique 3D time dependent analysis of creep and shrinkage of concrete represents real behaviour of structure during construction stages and its service life. Our intergrated BIM solution enables the application of this sophisticated analysis also for structural members calculated in 3D models of your FEA software.[/vc_column_text][vc_single_image image=”17868″ img_size=”full” qode_css_animation=””][vc_empty_space][/vc_accordion_tab][vc_accordion_tab title=”Construction stages” title_tag=”h4″][vc_column_text]Predefined construction stages are provided depending on the type of structure.[/vc_column_text][vc_empty_space][vc_column_text]

Bridges

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Precast concrete structures

[/vc_column_text][vc_empty_space height=”20″][vc_single_image image=”17870″ img_size=”full” qode_css_animation=””][vc_empty_space][/vc_accordion_tab][vc_accordion_tab title=”Details” title_tag=”h4″][vc_column_text]Strut&Tie Method is adopted for corbel/bracket design with all checks of all concrete components (struts and nodal zones) and reinforcement (space looped and framing bars, stirrups). Detailing rules check, anchorage lengths etc. are also provided.[/vc_column_text][vc_single_image image=”17873″ img_size=”full” qode_css_animation=””][/vc_accordion_tab][/vc_accordion][/vc_column][/vc_row][vc_row row_type=”row” use_row_as_full_screen_section=”no” type=”full_width” angled_section=”no” text_align=”left” background_image_as_pattern=”without_pattern” background_color=”#e5e5e5″ padding_top=”50″ css_animation=””][vc_column][vc_column_text]

Picture gallery

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Even when you are not advised by clear code provisions, we give you verified solutions.

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Structural analysis and design of concrete and prestressed structures is a challenging task – both because of the natural complexity of the subject , but also of all the regulations that an engineer has to comply with, to get the project done. As a result, engineers constantly try to catch up with the complexity and insane size of related documentation. Developing software for structural analysis and design is our way to help engineers work fast, better and comply with this swelling regulation.

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Validation, verification and research

[/vc_column_text][vc_empty_space height=”20″][vc_column_text]The results of our long-term activity, which are implemented in IDEA StatiCa software, are verified in current technical and scientific publications, research and accepted by the scientific community and our users.[/vc_column_text][vc_empty_space height=”20″][vc_single_image image=”17881″ img_size=”full” qode_css_animation=””][/vc_column][/vc_row][vc_row row_type=”row” use_row_as_full_screen_section=”no” type=”grid” angled_section=”no” text_align=”left” background_image_as_pattern=”without_pattern” background_color=”#1e73be” css_animation=””][vc_column][action full_width=”yes” content_in_grid=”yes” type=”normal” text_font_weight=”” show_button=”yes” button_target=”_self” button_text=”DOWNLOAD THE FREE TRIAL” button_link=”https://www.cognitoforms.com/TechScience1/IDEASTATICAFreeTrial” button_text_color=”#ffffff” button_hover_text_color=”#ffffff” button_background_color=”#1e73be” button_hover_background_color=”#000000″ button_border_color=”#ffffff” button_hover_border_color=”#000000″ background_color=”#1e73be”]

Do you want to see more?

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Connection Wednesdays - BIM link IDEA StatiCa and ETABS

Upcoming Webinar!

Join us on Wednesday,
3rd of March 2021 at 10:00am
(GMT) or 5:00pm (GMT) 

Learn how to integrate the ETABS BIM link and run it for the first time!