Returns a complementary ERF function integrated between 'x' and infinity. Financial Functions Returns accrued interest for securities that pay periodic interest.
Development History Track program changes and bug fixes It is important to keep your software up to date so that you get the latest updates, enhancements and bug fixes.
Note that minor enhancements and bug fixes are not listed. Now display plate principal stress vectors in both directions. No longer merge nodes that are slaves.
Can now force a selection window by holding down Shift when clicking the first corner. Repeating the procedure de-selects them. This is also available via the right-click menu. Added a new tool for refining the mesh of selected plates. Added a new tool for merging triangular plates into quads.
Fixed a bug in the moment baseplate connection that caused the plate thickness calculation to be very conservative if the design moment was small. It was caused by fpmax the maximum bearing pressure being used instead of fp the actual bearing pressure in the baseplate thickness calculation in equation 3.
Reduced the RC column maximum shear bar spacing for AS to min 0.
Previously the maximum spacing was min 0. Fixed the renderer not finding all occurrences of a primary load case if it was referenced multiple times inside a combination load case. The analysis, steel design modules and reports were not affected.
Fixed the major and minor design actions being the wrong way around for transposed flipped sections in the steel connection design module. A shape builder "Library" points or lines shape was only getting converted to "Calculated" if the number of points was changed, the principal angle changed or if all three coordinates of a point were changed.
The last check was incorrect and now only needs any one coordinate of a point to be changed for the shape to be converted to "Calculated". Changed window selection so that it now works for graphics cards that previously had a problem.
Now include thermal loads when importing from a Microstran ARC file. Dramatically sped up the analysis and combinations datasheet when a large number of combination load cases exist.
Refined the shear calculations for some of the steel connections. The design actions for baseplate connections are now summed from all the members that connect to the baseplate node and which fall on the same side of the baseplate as the selected column. Previously the design actions were taken from the baseplate node reaction, however this didn't work if the node was not restrained.
Fixed a number of other minor teething problems with v Corrected the contour colour for triangular plates when displaying deflection contours. Fixed an issue in v If you had input or edited loads graphically and then said "Yes" to the "You are about to overwrite one or more existing loads, do you want to continue?
Changed the baseplate connection design so that if the node reactions are zero then it takes the loads from the selected member instead. Fixed the steel connection flange weld utilization ratio not being involved in the calculation of the critical load case.
New harmonic and transient dynamic response analysis modules are now available.
Fixed spectral response base shear scaling not being done due to a units conversion issue when other than kN force units were used. This affected the spectral module for NZS🔥Citing and more!
Add citations directly into your paper, Check for unintentional plagiarism and check for writing mistakes. accessibility] Shortcut Keys in Excel through Excel Applies to ALL versions of Excel though started from Excel (Excel Vers.
9). 3-D reference. A reference to a range that spans two or more worksheets in a workbook. 3-D walls and floor.
The areas surrounding many 3-D chart types that give dimension and boundaries to the chart. To prevent accidental or deliberate changes to data contained in cells of a worksheet or workbook, Excel has tools for locking certain worksheet elements that can be used with or without a password.
Protecting data from a change in Excel worksheet is a two-step process. Here is an article that explains the problem and solution with alot more detail: Sorting Locked Cells in Protected Worksheets.
The thing to understand is that the purpose of locking cells is to prevent them from being changed, and sorting permanently changes cell values. May 05, · What I'm trying to achieve is to be able to lock the text length of a column so that users can enter text data into that column but not exceed the allowable length for our purposes.
I've found a way to use auto loading macros to make a popup if they exceed the set length. However, that is useless for our purposes because 1) pasting data into the cells as opposed to manually entering data.