Reports can be prepared by only one clicking automatically and in accordance with the relevant codes. All the notations used in the report printouts are in compliance with the notations of the Earthquake Code. Directly at the beginning of the report printouts any and all errors and inconsistencies detected in the projects after geometry and code consistency check is made are printed in detail on object and floor basis.

IdeREPORT is the program that is used for the representation of the reports on the screen. ideREPORT provides the user the option to display the report printouts on the screen in order to check them before dispatched to printer. Furthermore, the user is enabled to zoom or to shift the pages, or to skip any pages or to go back. The page contents index is places directly at the beginning of the respective pages, so that any topic looked for can be found much easier and faster. Any visual setting of the headings, paragraphs and texts such as printing forms and formats, fonts, bold and underline effects, colors, character sizes etc. can be adjusted easily. The distance to the page edge can be determined separately. The user can have print the report printouts in book format or page by page.

The report printouts can be prepared for a certain topic, or for such headings as selected by using the optional reports function. If desired the reports can be prepared all at once. The reports can be filtered for only the respective selected items or for all the items in the at that moment active story. Also the person who prepared the project or author of the respective project can be indicated on the reports. The text dimensions and settings concerning the heading of page can be adjusted here. Directly at the beginning of the page can be printed any parameters having been taken as basis for the structural analysis. Thus the supervisor of the projects can see all these parameters, which are left to the initiative of the user.

The headings and paragraphs of the reports are as indicated below:

ERRORS AND INCONSISTENCIES DETECTED IN PROJECT

STRUCTURE SPACE FRAME ELEMENT DATA

USER CUSTOMIZED OBJECTS

STORY EQUIVALENT LATERAL FORCES AND GENERAL DATA

DYNAMIC ANALYSIS

Considered Vibration Mode Number Sufficiency Control

Characteristic Mode Vectors

Normalized Structure Independent Vibration Modes

Maximum Accelerations of Stories

Modal Masses of Stories

Elastic EQ Loads of Stories

Design EQ Loads of Stories

Maximum Loads of Stories

Spectrum Coefficient (Spectrum Curve)

LATERAL FORCES ACTING ON STORIES

Loading 1 (X Direction + 0.05) E1 EQ

Loading 2 (X Direction - 0.05) E2 EQ

Loading 3 (Y Direction + 0.05) E3 EQ

Loading 4 (Y Direction - 0.05) E4 EQ

NODE/JOINT DISPLACEMENTS

Loading 1 (X Direction + 0.05) E1 EQ Displacements U and Rotations R

Loading 2 (X Direction - 0.05) E2 EQ Displacements U and Rotations R

Loading 3 (Y Direction + 0.05) E3 EQ Displacements U and Rotations R

Loading 4 (Y Direction - 0.05) E4 EQ Displacements U and Rotations R

Loading 5 G VERTIKAL Displacements U and Rotations R

Loading 6 Q VERTIKAL Displacements U and Rotations R

STORY DISPLACEMENTS

Loading 1 (X Direction + 0.05) E1 EQ

Loading 2 (X Direction - 0.05) E2 EQ

Loading 3 (Y Direction + 0.05) E3 EQ

Loading 4 (Y Direction - 0.05) E4 EQ

ELEMENT END FORCES

Loading 1 (X Direction + 0.05) E1 EQ

Loading 2 (X Direction - 0.05) E2 EQ

Loading 3 (Y Direction + 0.05) E3 EQ

Loading 4 (Y Direction - 0.05) E4 EQ

Loading 5 G VERTICAL

Loading 6 Q VERTICAL

ELEMENT END FORCES (GLOBAL)

Loading 1 (X Direction + 0.05) E1 EQ

Loading 2 (X Direction - 0.05) E2 EQ

Loading 3 (Y Direction + 0.05) E3 EQ

Loading 4 (Y Direction - 0.05) E4 EQ

Loading 5 G VERTICAL

Loading 6 Q VERTICAL

LIMITATION OF RELATIVE STORY DISPLACEMENTS

1^st EQ Loading

2^nd EQ Loading

3^rd EQ Loading

4^th EQ Loading

SECOND ORDER EFFECTS

1^st EQ Loading

2^nd EQ Loading

3^rd EQ Loading

4^th EQ Loading

IRREGULARITY CASES

1. Irregularity Cases on Plan Basis

A1- Torsional Irregularity

A2-A3- Irregularity Cases due to discontinuity of slabs, brackets on Plan Basis

A4- Non parallel Axes on Structural Elements

Loading 1 (X Direction + 0.05) E1 EQ

Loading 2 (X Direction - 0.05) E2 EQ

Loading 3 (Y Direction + 0.05) E3 EQ

Loading 4 (Y Direction - 0.05) E4 EQ

2. Irregularities in Vertical Direction

B1- Strength Irregularities between neighboring stories (Weak Story) - X

B1- Strength Irregularities between neighboring stories (Weak Story)- Y

B2- Strength Irregularities between neighboring stories (Non rigid story)

B3- Irregularity Cases due to discontinuity of slabs, brackets on Plan Basis

THE REASONS OF THE R COEFFICIENT SELECTION

Overturning Moment Check 1^st EQ Lo0ading

Overturning Moment Check 2^nd EQ Lo0ading

Overturning Moment Check 3^rd EQ Lo0ading

Overturning Moment Check 4^th EQ Lo0ading

Shear Force Check 1^st EQ Loading

Shear Force Check 2^nd EQ Loading

Shear Force Check 3^rd EQ Loading

Shear Force Check 4^th EQ Loading

THE REASONS OF THE ANALYSIS METHOD SELECTION

Vis/Vik RATIOS

SLABS

Analysis Pre-Data

RC Analysis Results and Reinforcements of Slabs

RIB/WAFFLE SLABS

Load Analysis of Ribs/Waffles

RC Analysis Results and Reinforcements of Ribs/Waffles

BEAMS

Analysis Pre-Data

Beam Loads

RC Analysis Results of Beams

Beam Reinforcements

EQ Code Beam Investigation

COLUMNS

Analysis Pre-Data

RC Analysis Results of Columns

Second Order Moments (Moment Growth Method)

Column Reinforcements

EQ Code Column Investigations (Strong Column and Shear Force)

Column/Beam Joint Regions Shear Safety

1^st EQ Loading

2^nd EQ Loading

3^rd EQ Loading

4^th EQ Loading

PANELS/SHEARWALLS

Analysis Pre-Data

Shearwall Design Bending Moments

Panel RC Results and Reinforcements

RAFT FOUNDATIONS

Analysis Pre-Data

RC Results and Reinforcements of Raft Foundations

SINGLE FOOTINGS

Analysis Pre-Data

Column Loads Acting on the Single Footings

RC Results and Reinforcements of Single Footings

CONTINUOUS FOUNDATIONS

Analysis Pre-Data

Column Loads Acting on the Foundations

Analysis and RC Results of Continuous Foundations

Loading 1 (X Direction + 0.05) E1 EQ

Loading 2 (X Direction - 0.05) E2 EQ

Loading 3 (Y Direction + 0.05) E3 EQ

Loading 4 (Y Direction - 0.05) E4 EQ

Loading 5 G VERTICAL

Loading 6 Q VERTICAL

RC Results and Reinforcements of Continuous Foundations

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