RCM ACI Builder v17.8.5
RCM ACI-Builder:
RCM is a flexible tool helps the structural engineers to design most types of reinforced concrete members according to ACI318M-11 Code and other ACI Standards like ACI350M-06, ACI244R-01, CRSI-2008 … etc.
The advantage of RCM is generating full detailed design reports with full formulas and illustrative figures exactly similar to hand calculation.
The comprehensive detailed reports make RCM design engine as an open book, so the engineer can easily verify and validate them. Not only that, but also RCM reports guide the beginners to learn ACI Code in depth.
RCM ACI-Builder Design Platform consists of the followings:
A. Design of flexural members (Rectangular and T-Shape Sections):
A.1- Determine section detailed characteristics under balance, singly reinforced and doubly reinforced cases.
A.2- Calculate area of steel according to applied moment.
A.3- Calculate moment according to provided area of steel.
B. Design of One way Shear considering both simplified and detailed ACI318 formulas under following cases:
B.1- Members subject to shear and flexure only.
B.2- Members subject to shear and axial compression.
B.3- Members subject to shear and significant axial tension.
C. Design of Torsion:
C.1- Consider combined effect of Shear and Torsion Stresses.
C.3- Compare the applied torque with Threshold and Cracking Torsional Moment.
C.2- Consider both cases of compatibility and equilibrium torsion.
D. Design of Tow way Punching Shear:
D.1- Consider prestressed and non-prestressed slabs.
D.2- Consider all column geometry cases: interior, edge and corner columns.
D.3- Consider indirect shear stresses caused by unbalanced moment.
D.4- Provides required shear reinforcement along with termination distance from face of column.
E. Control of Deflection for Beams and One-way Slabs:
E.1- Determine immediate deflection due to Live load and compare it with allowable ACI318 limits.
E.2- Determine Long-Term deflection due to Sustained loads and compare it with allowable ACI318 limits.
F. Design of Corbels and Brackets.
G. Design of Beam-Ledge supporting uniformly distributed load.
H. Control of Flexural Cracks in beams and one-way slabs caused by bending moment.
I. Design of Concentrically Loaded Pile-caps:
I.1- 2-Pilecaps.
I.2- 3-Pilecaps.
I.3- 4-Pilecaps.
I.4- 5-Pilecaps.
I.5- Strip-Pilecaps.
J. Design of isolated footings under concentrically case of loading.
Size: 3.1 MB
Download
*
RCM ACI-Builder:
RCM is a flexible tool helps the structural engineers to design most types of reinforced concrete members according to ACI318M-11 Code and other ACI Standards like ACI350M-06, ACI244R-01, CRSI-2008 … etc.
The advantage of RCM is generating full detailed design reports with full formulas and illustrative figures exactly similar to hand calculation.
The comprehensive detailed reports make RCM design engine as an open book, so the engineer can easily verify and validate them. Not only that, but also RCM reports guide the beginners to learn ACI Code in depth.
RCM ACI-Builder Design Platform consists of the followings:
A. Design of flexural members (Rectangular and T-Shape Sections):
A.1- Determine section detailed characteristics under balance, singly reinforced and doubly reinforced cases.
A.2- Calculate area of steel according to applied moment.
A.3- Calculate moment according to provided area of steel.
B. Design of One way Shear considering both simplified and detailed ACI318 formulas under following cases:
B.1- Members subject to shear and flexure only.
B.2- Members subject to shear and axial compression.
B.3- Members subject to shear and significant axial tension.
C. Design of Torsion:
C.1- Consider combined effect of Shear and Torsion Stresses.
C.3- Compare the applied torque with Threshold and Cracking Torsional Moment.
C.2- Consider both cases of compatibility and equilibrium torsion.
D. Design of Tow way Punching Shear:
D.1- Consider prestressed and non-prestressed slabs.
D.2- Consider all column geometry cases: interior, edge and corner columns.
D.3- Consider indirect shear stresses caused by unbalanced moment.
D.4- Provides required shear reinforcement along with termination distance from face of column.
E. Control of Deflection for Beams and One-way Slabs:
E.1- Determine immediate deflection due to Live load and compare it with allowable ACI318 limits.
E.2- Determine Long-Term deflection due to Sustained loads and compare it with allowable ACI318 limits.
F. Design of Corbels and Brackets.
G. Design of Beam-Ledge supporting uniformly distributed load.
H. Control of Flexural Cracks in beams and one-way slabs caused by bending moment.
I. Design of Concentrically Loaded Pile-caps:
I.1- 2-Pilecaps.
I.2- 3-Pilecaps.
I.3- 4-Pilecaps.
I.4- 5-Pilecaps.
I.5- Strip-Pilecaps.
J. Design of isolated footings under concentrically case of loading.
Size: 3.1 MB
Download
*