SCADDS/RC-Slab
Designer Release 2.0
SCADDS/RC-Slab
Designer, is a Software Package for Limit State
Design of One-way/ Two-way Rectangular/ Square/ Circular R.C. Slabs
as per IS:456-2000.
Presently,
this is on MS-DOS® platform and controlled
through a Windows® 95/98 User Interface.
You can
download the Trial Version of RC-Design Suite! from the
Downloads section.
Frequently
Asked Questions (and Answers!)
Q.
What are the functions of SCADDS/RC-Slab Designer?
A.
SCADDS/RCSlab Designer is meant for Limit State Design of
One-way or Two-way or Cantilever Rectangular Slabs and Circular slabs
for various common support conditions as per IS:456.
Q.
Will SCADDS/RC-Slab Designer arrive at a safe depth for the slab
automatically?
A.
Yes! If the given thickness or depth of slab is inadequate, the section
will be revised automatically in order to give you a section which is
safe in flexure and shear.
Q.
Will it also design Torsional reinforcement, in case of Two way slabs?
A.
Yes. SCADDS/RC-Slab Designer will design the Torsional reinforcement
automatically for Two way slabs based on the support conditions.
Q.
What is the input required to be given for designing a slab panel?
A.
The effective shorter span and longer span of the slab (or the effective
diameter for circular slab), initial dimensions for the section, Concrete
Grade (either standard or user-designed mix), steel grades & rod sizes,
and the working Loads. The entire input can be done within a matter
of 3 to 4 minutes, thanks to ultra user-friendly interface and data
input dialog boxes.
Q.
Should I remember the Live Load for each floor category and each building
category?
A.
Absolutely
Not! SCADDS/RC-Slab Designer has a built-in database having the various
Live Load intensities for different categories of floors and buildings
as per Is:8751987 (Part 2). These categories vary from simple residential
buildings to industrial buildings and storage structures.
Q.
What is the output produced by SCADDS/RC-Slab Designer?
A.
The output for a design problem contains detailed reports on design
for flexure, check for shear, design for bond, design for torsional
reinforcement (if applicable) and check for deflection. (Top)
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Shot-1
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