ITS Column Analysis 2009 is a program that will be a match with CSICOL 8.30, this program is improvement from PiscesaCol 1.05 and ITS Column Analysis 1.06. This program still under development, many Code’s could be used in this program especially Indonesian Code SNI 2847-2002. Unified Design Provision which is avalaible in ACI 318-02 or earlier would be camparable with later Provision (“Limit State Method”). This Program was scheduled finish in 2010… (Hopefully before I continued My Doctorate Programs).
Category Archives: Reinforced Concrete Structures
ITS STRUT AND TIE MODEL ANALYSIS AND DESIGN [ARCHIVE -2009]
ITS Strut and Tie Model VB.Net 2005, was My Final Thesis in ITS. This program is similiar with CAST (Computer Aided Strut and Tie) developed by Tjen Tjhin and Daniel Kuchma. Unfortunately this program offer more analysis feature in analyzing STM Model of Reinforced Concrete Structure or Elements such as Optimization of STM Model using Strength Based Optimization rather than Minimum Energy Approach so the Optimal Design of STM Model should be satisfied enough, Deformation was calculated using Cracking Section of STM Model. This program still under development and more improvement will be done in the future.
DESIGN OF CIRCULAR SHORT COLUMN WITH SLENDERNESS – PISCESACOL V1.05 [ARCHIVE 2006]
A short column with bending in X-Axis direction will be design using PiscesaCol 1.05 and PCACOL V3.00, then the result of each application will be compared to ensure the result from PiscesaCol 1.05 can be used safely in design. Circular Column with diameter 500 mm, the load applied in columns consist of uniaxial bending in X Axis about 260 kNm and Axial Load consist of 450 kN with Concrete Compressive Strength (f’c) 40 MPa and Reinforcement Steel Yield Strength 400 MPa.
DESIGN OF RECTANGULAR SHORT COLUMN WITH SLENDERNESS – PISCESACOL V1.05 [ARCHIVE 2006]
A short column with bending in X-Axis direction will be design using PiscesaCol 1.05 and PCACOL V3.00, then the result of each application will be compared to ensure the result from PiscesaCol 1.05 can be used safely in design. Rectangular Column with width 500 mm and height 500 mm, the load applied in columns consist of uniaxial bending in X Axis about 260 kNm and Axial Load consist of 450 kN with Concrete Compressive Strength (f’c) 40 MPa and Reinforcement Steel Yield Strength 400 MPa.
DESIGN OF CIRCULAR SHORT COLUMN – PISCESACOL V1.05 [ARCHIVE 2006]
A short column with bending in X-Axis direction will be design using PiscesaCol 1.05 and PCACOL V3.00, then the result of each application will be compared to ensure the result from PiscesaCol 1.05 can be used safely in design. Circular Column with diameter 500 mm, the load applied in columns consist of uniaxial bending in X Axis about 260 kNm and Axial Load consist of 450 kN with Concrete Compressive Strength (f’c) 40 MPa and Reinforcement Steel Yield Strength 400 MPa.
DESIGN OF RECTANGULAR SHORT COLUMN WITH FOUR SIDE REINFORCEMENT – PISCESACOL V1.05 [ARCHIVE 2006]
A short column with bending in X-Axis direction will be design using PiscesaCol 1.05 and PCACOL V3.00, then the result of each application will be compared to ensure the result from PiscesaCol 1.05 can be used safely in design. Rectangular Column with width 500 mm and height 500 mm, the load applied in columns consist of uniaxial bending in X Axis about 260 kNm and Axial Load consist of 450 kN with Concrete Compressive Strength (f’c) 40 MPa and Reinforcement Steel Yield Strength 400 MPa.
ANALYSIS OF CIRCULAR SHORT COLUMN – PISCESACOL V1.05 [ARCHIVE 2006]
A short column with bending in X-Axis direction will be analyze using PiscesaCol 1.05 and PCACOL V3.00, then the result of each application will be compared to ensure the result from PiscesaCol 1.05 can be used safely in design. Circular Column with radius 250 mm, the load applied in columns consist of uniaxial bending in X Axis about 260 kNm and Axial Load consist of 450 kN with Concrete Compressive Strength (f’c) 40 MPa and Reinforcement Steel Yield Strength 400 MPa.
ANALYSIS OF RECTANGULAR SHORT COLUMN WITH TWO SIDE EQUAL [X-DIFFERENT] REINFORCEMENT – PISCESACOL V1.05 [ARCHIVE 2006]
A short column with bending in X-Axis direction with reinforcement two faces along X-Direction with different numbers will be analyze using PiscesaCol 1.05 and PCACOL V3.00, then the result of each application will be compared to ensure the result from PiscesaCol 1.05 can be used safely in design. Rectangular Column with width 500 mm and height 500 mm, the load applied in columns consist of uniaxial bending in Y Axis about 250 kNm and Axial Load consist of 400 kN with Concrete Compressive Strength (f’c) 40 MPa and Reinforcement Steel Yield Strength 400 MPa.
ANALYSIS OF RECTANGULAR SHORT COLUMN WITH TWO SIDE EQUAL [Y] REINFORCEMENT – PISCESACOL V1.05 [ARCHIVE 2006]
A short column with bending in X-Axis direction and with reinforcement two faces along Y-Direction will be analyze using PiscesaCol 1.05 and PCACOL V3.00, then the result of each application will be compared to ensure the result from PiscesaCol 1.05 can be used safely in design. Rectangular Column with width 500 mm and height 500 mm, the load applied in columns consist of uniaxial bending in Y Axis about 250 kNm and Axial Load consist of 400 kN with Concrete Compressive Strength (f’c) 40 MPa and Reinforcement Steel Yield Strength 400 MPa.
ANALYSIS OF RECTANGULAR SHORT COLUMN WITH TWO SIDE EQUAL [X] REINFORCEMENT – PISCESACOL V1.05 [ARCHIVE 2006]
A short column with bending in X-Axis direction with reinforcement two faces along X-Direction will be analyze using PiscesaCol 1.05 and PCACOL V3.00, then the result of each application will be compared to ensure the result from PiscesaCol 1.05 can be used safely in design. Rectangular Column with width 500 mm and height 500 mm, the load applied in columns consist of uniaxial bending in Y Axis about 250 kNm and Axial Load consist of 400 kN with Concrete Compressive Strength (f’c) 40 MPa and Reinforcement Steel Yield Strength 400 MPa.
The Journey 