Rev. 6.02 Bug Fixes

REV NO: REV 6.02.001

DATE: April 13, 2004

Discovered By: Mathieu Picq

Description Of Problem

When reading a big model MOSES may stop with an error about RAN OUT OF SPACE WHILE ALLOCATING BUFFER.

REV NO: REV 6.02.002

DATE: April 27, 2004

Discovered By: Ray Nachlinger

Description Of Problem

MOSES will abort if one tries to view the manual.

REV NO: REV 6.02.003

DATE: May 27, 2004

Discovered By: S. Guha

Description Of Problem

If one clicks
   info -> current settings -> output channel
He will get a  floating point exception on a
WINDOWS machine.

REV NO: REV 6.02.004

DATE: July 01, 2004

Discovered By: Kelvin Frazer

Description Of Problem

The &STATUS SN report will report the stress in ksi when the units are supposed to be mpa.

REV NO: REV 6.02.005

DATE: July 04, 2004

Discovered By: Fan Mo

Description Of Problem

A windows machine may abort with a floating point exception if one has bad panels for a piece.

REV NO: REV 6.02.006

DATE: July 06, 2004

Discovered By: Roger Wever

Description Of Problem

Some "oddly shaped" compartments may not be filled correctly due to numerical errors.

REV NO: REV 6.02.007

DATE: July 13, 2004

Discovered By: Mauro Costa de Oliveira

The point of application of Coriolis forces on tubes is not correct if the load does not span the entire beam.

Description Of Problem

REV NO: REV 6.02.008

DATE: July 15, 2004

Discovered By: Ketil Roaldsnes

Description Of Problem

If one does a bodsol with more than 11 bodies, MOSES has a problem.

REV NO: REV 6.02.009

DATE: July 16, 2004

Discovered By: John Sarbinowsk

Description Of Problem

Plotting beams with a picture type of struct does not work well.

REV NO: REV 6.02.010

DATE: July 20, 2004

Discovered By: Mauro Costa de Oliveira

Description Of Problem

The slam force is applied at the incorrect position.

REV NO: REV 6.02.011

DATE: July 27, 2004

Discovered By: Jeevanth Puraji

Description Of Problem

If one has a #WEIGHT with -LDIST X1 X2 where X1 or X2 is outside the range of the vessel, then Longitudinal Strength results will not be correct.

REV NO: REV 6.02.012

DATE: July 28, 2004

Discovered By: Conrad Tao

Description Of Problem

The API LRFD code check of hydrostatic collapse is not correct.

REV NO: REV 6.02.013

DATE: July 28, 2004

Discovered By: Conrad Tao

Description Of Problem

If one overrides the sectional area on a beam, the plastic moment should be overridden also but it is not. This influences only LRFD code checks.

REV NO: REV 6.02.014

DATE: August 24, 2004

Discovered By: Alexis Rouquet

Description Of Problem

REV NO: REV 6.02.015

DATE: September 10, 2004

Discovered By: Barry Miller

Description Of Problem

MOSES will not run correctly if you have blanks in the path name