STEPCOL screenshot
SOFTWARE :STEPCOL
DEVELOPER :Alex Tomanovich
VERSION :1.1
PLATFORM :Spreadsheet
FILE SIZE :1.83 MB
LICENSE :Freeware
DOWNLOADS :UserDownloads:3109
Legacy Software Notice:
Please be advised that STEPCOL is considered outdated or legacy, and it has reached the end of its support and update cycle. As a result, compatibility issues may arise, and its functionality cannot be guaranteed on modern computer systems.
Program Description

Stepped column analysis for determining effective lengths and effective length K factors. These types of columns and configurations are most often used in mill-type buildings involving bridge cranes. While the material is a bit dated, this tool should still prove useful for estimates of required stepped column sizes and configurations.

Program Assumptions and Limitations:

1. This program is based on the following references:

  • "Calculation of Effective Lengths and Effective Slenderness Ratios of Stepped Columns" - by: John P. Anderson and James H. Woodward (AISC Engineering Journal, Oct. / 1972, pages 157-166)
  • "Calculation of Effective Lengths of Stepped Columns" - by: Krishna M. Agrawal and Andrew P. Stafiej (AISC Engineering Journal, 4th Quarter / 1980, pages 96-105)
  • "Calculation of Effective Lengths of Stepped Columns" (Errata) - by: Krishna M. Agrawal and Andrew P. Stafiej (AISC Engineering Journal, Third Quarter / 1981, page 126)
  • "Steel Design Guide 7 - Industrial Buildings, Roofs to Anchor Rods" (2nd Edition) - by: James M. Fisher (AISC / 2004, Appendix B, pages 89-98) (Note: does not include errata from Ref. "c".)

2. This program utilizes a simple iterative solution for determining the root, "Z", to each of the characteristic equations shown below, per references "a" and "b" listed above. The program calculates an initial guess (Zst) for "Z", evaluates the expression, increments the value of "Z" by a value equal to the initial guess, and then evaluates the expression again, etc., etc. The results of each pair of evaluation iterations are multiplied times each other to determine the location where the value passes through 0 (changes sign). Per the references, the first (lowest) root is the desired/correct solution to the characteristic equation, although there are multiple roots. Once the pair of iterations have been identified which locate the first (lowest) root, the program performs a linear interpolation between those two values to determine the point where "Z" = 0. The program performs up to a maximum of 4000 iterations to find the correct solution for "Z".

3. This program contains “comment boxes” which contain a wide variety of information including explanations of input or output items, equations used, data tables, etc. (Note: presence of a “comment box” is denoted by a “red triangle” in the upper right-hand corner of a cell. Merely move the mouse pointer to the desired cell to view the contents of that particular "comment box".)

* STEPCOL download link provides freeware version of the software.

Similar Software
BASEPLT9 Version:3.7 · Alex Tomanovich
BASEPLT9

Steel Column Base Plate Analysis per AISC 9th Ed

BASEPLT9 is a spreadsheet program written in MS-Excel for the purpose of analysis of steel column base plates.

BEAMCOL9 Version:3.5 · Alex Tomanovich
BEAMCOL9

Beam-Column Design per Aisc 9th Edition ASD Manual

Beam-Column design, focusing on flexural & axial stresses, including built-up sections not classified as plate girders (per AISC 9th Edition ASD Manual)

Effective Span Version:1.02 · David Childs
Effective Span

Effective Span of Plate Girder with no Bearing

The effective span and maximum bearing pressure for a plate girder with no specific bearing is calculated in accordance with BD 56/10 clause 16 and Figure 16. 1A

POLEFDN Version:2.3 · Alex Tomanovich
POLEFDN

Pole Foundation Analysis

POLEFDN is a spreadsheet program written in MS-Excel for the purpose of analysis of a pole foundation assuming the use of a rigid round pier which is assumed free at the top and subjected to lateral and vertical loads.

GRDSLAB Version:1.9 · Alex Tomanovich
GRDSLAB

Concrete Slab on Grade Analysis

GRDSLAB is a spreadsheet program written in MS-Excel for the purpose of analysis of concrete slabs on grade.

Comments & Reviews

No comments yet. Be the first to comment.

Submit a review about STEPCOL software with your social media profile

avatar
Rate This Software

STEPCOL has been rated 5.0 out of 5 points. A total of 4 votes cast and no one has reviewed the software yet.

Popular Programs

47547 hitsLTBeam 1.0.11

LTBeam is a software which deals with the elastic Lateral Torsional Buckling of Beams under bending action about their major axis.

25825 hitsFTOOL 4.0

Ftool provides a simple analysis program that merges, in the same interface, resources for effective creation and manipulation of the model, linked to a fast and effective code for visualization of the results.

18894 hitsBASEPLT9 3.7

BASEPLT9 is a spreadsheet program written in MS-Excel for the purpose of analysis of steel column base plates.

18240 hitsEBPlate 2.01

EBPlate is a piece of software developed by CTICM with a partial funding of the European Research Fund for Coal and Steel (RFCS). It assesses the critical stresses associated to the elastic buckling of plates loaded in their plan.

New & Updated

19 NovBeam Column Imperfection 2023

Application allows to determine the movements, efforts and resistant capacity of the compressed parts, leaned according to strong axis, weak and torsion with double section, capable of buckling laterally.

7 MarThinWallRes N My Mz 2023

ThinWallRes N My Mz allows to determine the resistant capacity of open and closed thin-walled sections subjected to axial and biaxial bending.

24 FebThinWallRes N My Mz B 2023

ThinWallRes N My Mz B allows determining the resistant capacity of open thin-walled sections subjected to axial, biaxial and bi-moment bending.

22 FebArch3D 2023

Arch3D makes it possible to determine the resistant capacity of compressed and flexed arches with a double tee section, susceptible to lateral buckling.