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.
Analysis of Rectangular Short Column With Four Side Equal 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.
PISCESACOL V1.0.5 [Archive – 2006]
PiscesaCol 1.05
(One Part of My Final Project of My Bachelor Degree in ITS)
PiscesaCol 1.05 is a program that similiar to PCACOL V3.00 and PCACOL V3.64, this program was part of my final project in ITS. I had developed this program in 2006 in about one month approximately. Codes were used in this program is SNI 2847-2002 which is similiar with ACI 318-99 and ACI 318-02 for the Unified Design Profision. It’s free anyway…^^ but not the source code.
Concrete Mix Design Optimization Coupled with Virtual Rapid Chloride Permeability Test (VRCPT)
Rapid Chloride Permeability Test (RCPT) is a measure of concrete permeability against chloride penetration using accelerated method. The purpose is to get the total charge passed (coulomb) in the specimen which can be further evaluated to examine the chloride penetration initiation time from the concrete surface until it touches the steel rebar in the reinforced concrete structures. The term “Virtual” has a meaning that the RCPT is numerically computed (Virtual RCPT), see Bentz [1]. In this research, the VRCPT formulation is coupled with the mix design formulated in ACI 211.1 and the Genetic algorithm to get the optimal solution of the mix design composition. The objective function inside the GA is the minimum material cost required which satisfy the desired initiation time based on one dimensional 2nd Fick’s law.
The Journey 