From: Subject: ACES PSC Module - Job ID Report Date: Sun, 12 Jul 2009 22:00:04 +0930 MIME-Version: 1.0 Content-Type: text/html; charset="iso-8859-1" Content-Transfer-Encoding: quoted-printable Content-Location: file://C:\ACES6\Tempdata\PSC Module-Page-Data.htm X-MimeOLE: Produced By Microsoft MimeOLE V6.00.2900.3028 ACES PSC Module - Job ID Report

ACES PSC Design Module V1.000:   Run=20 date:  23-JUN-09
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Heading: &= nbsp; Test=20 module
Job Name: AS5100 SUPER-T CLOSED TOP : = SUPERT-CLSD3
Designer:=20  GS

Comments: No comments

Units: =    mm, kN,=20 MPa
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DESIGN=20 CODE: AS5100.5-2004

LIMITATIONS & ASSUMPTIONS:=20

1.

Calculations are based on the simplified approach = given in=20 AS5100.5

2.

The concrete compression block is entirely within = the=20 insitu concrete slab and lies above the void (if = present).

3.

The section is assumed to be uncracked.

4.

Passive (non-prestressed) reinforcement is taken = into=20 consideration in the Limits State check.

5.

Torsional effects are not included in the shear = design.=20 The design for combined shear and torsion must be performed=20 externally.