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Setup
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New Masonry Building
Strengthening
Modelling
Runtime Problems
Timber Building Modeling
Reinforced Concrete Building Modeling with StatiCAD
StatiCAD Foundation Calculations
Drawing Outputs
StatiCAD Program Commands
Risky Building
Post-Analysis Error Resolution
Reinforced Panel Masonry Building
Analyses According to 2018 Earthquake Code
SAP2000 Integrated Analyses
Analyses According to 2007 Code
Articles Related to Previous Versions
Damaged Masonry Building Calculation with StatiCAD
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Installing the 64 Bit Version

Category: Setup

You can try to solve your very large files in 64-bit version without memory problems. Install StatiCAD Professional V.6.X.X.X Installation (64 Bit) and StatiCAD-Lock V6 programs in your customer pane...

Considerations in New Masonry Building Design

Category: New Masonry Building

Within the scope of TBDY 2018, the main points to be considered in the new masonry building design are briefly listed.   1- TBDY2018 regulation is selected in the Project General Settings Regulation...

Comparison of Frame and Shell Finite Element Results in StatiCAD and SAP2000 Program

Category: Verfication

Comparison of Frame Finite Element Results and Shell Load Transfers in StatiCAD V6.0.9.0 Program and SAP2000 Program In order to be solved in the demo version and kept simple, a system consisting of ...

Masonry Building Strengthening in StatiCAD Program

Category: Strengthening

Types of Empowerment that can be made 1-Reinforcement with shotcrete 2-Reinforcement by adding vertical beam to the system 3-Reinforcement with fibrous polymer wrap 4-Strengthening by adding new w...

Comparison of Frame Finite Element Results with StatiCAD V6.0.9.5 Program and SAP2000 Program

Category: Verfication

Comparison of Frame Finite Element Results in StatiCAD V6.0.9.5 Program and SAP2000 Program In order to be solved in the demo version and kept simple, a system consisting of 4 columns and 2 floors wa...

Percentage of Error in Finite Element Analysis and Solutions

Category: Modelling

As it is known, within the scope of RYTEIE-2019, the analysis of masonry structures with finite elements is stipulated. Since the system model in masonry structures can be complex, it is necessary to ...

Adding 3D Building View to Report

Category: Report

If you want the 3D view of the building to be displayed from your desired angle in the calculation reports, follow the instructions below. In the Report Selection screen, click the ...Capture Image b...

BRICK WALL CONSTRUCTION

Category: Concrete Pouring

BRICK WALL CONSTRUCTION 1) Bricks shall be wetted when building walls. 2) When laying the first course, the floor and column sides must be cleaned and wetted. 3) Brick wall courses must be at the s...

CONCRETE POURING IN HOT WEATHER

Category: Concrete Pouring

CONCRETE POURING IN HOT WEATHER 1) Especially in areas where reinforcement is dense, formwork with high thermal conductivity should not be used. 2) Before starting concrete pouring, the formwork and...

POURING READY-MIX CONCRETE WITH A PUMP

Category: Concrete Pouring

POURING READY-MIX CONCRETE WITH A PUMP 1) To ensure homogeneity and prevent formation of unwanted joints, concrete should be poured by filling the cross-section completely. If the formwork is not wel...

TYPICAL FLOOR FORMWORK STAGES

Category: Concrete Pouring

TYPICAL FLOOR FORMWORK STAGES 1) Setting out the axes 2) Erecting the columns 3) Leveling the columns 4) Cutting columns at floor elevation and setting up beams 5) Setting up floor slabs 6) Balc...

POINTS TO CONSIDER WHEN USING A VIBRATOR

Category: Concrete Pouring

POINTS TO CONSIDER WHEN USING A VIBRATOR 1) The vibrator should be used after the concrete is spread with a shovel. If concrete is transported with the vibrator, segregation occurs. 2) In shear wall...