Ponding Analysis For Low Slope Or Flat Roof Systems Spreadsheet

Ponding Analysis For Low Slope Or Flat Roof Systems Spreadsheet

 

 

“Ponding Analysis For Low Slope Or Flat Roof Systems” is a spreadsheet program written in MS-Excel for the purpose of analysis for ponding for low slope or flat roof systems in structural steel per the AISC 9th Edition (ASD) Code, pages 5-83 to 5-84 and 5-175 to 5-179. Specifically, simplified checks are performed for the steel members as well as the steel deck. A rigorous analysis, whether actually required or not, is also performed for the steel members.

This program is a workbook consisting of two (2) worksheets, described as follows:

  • Doc – Documentation sheet
  • Ponding – Ponding analysis per AISC 9th Edition (ASD) Manual

All the worksheets are independent and self contained, so that you can move them from one workbook to another. All the worksheets are protected, but not with a password.

Program Assumptions and Limitations:

1.  This program utilizes the equations in AISC Code Sect. K2 to perform a simplified check on the primary and secondary members, as well as the steel roof deck.

2.  This program also performs a rigorous analysis on the primary and secondary members utilizing the equations in AISC Code Commentary Sect. C-K2.

3.  This program contains numerous “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”.)

Calculation Reference
AISC

 

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Bracing Connection Capacity At Middle Of Beam Based on AISC Manuel 13th Edition Spreadsheet

Bracing Connection Capacity At Middle Of Beam Based on AISC Manuel 13th Edition Spreadsheet

 

beam or column that relies on adjacent structural members for support is braced in a lean-on system. Structural members that are tied or linked together such that buckling of the member would require adjacent members to buckle with the same lateral displacement characterize lean-on systems.

 

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8-Bolted Stiffened End Plate for SMF Based on AISC Code Spreadsheet

8-Bolted Stiffened End Plate for SMF Based on AISC Code Spreadsheet

 

The eight bolt stiffened (8ES) EEP connection is one of the prequalified moment connections in the AISC 358 standard for special moment frames (SMFs) in seismic regions. In this connection, a stiffener plate is welded between the end plate and the beam flanges to strengthen the extended portion of the end plate.

 

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Extended End Plate Moment Connection Design According to AISC-ASD Spreadsheet

Extended End Plate Moment Connection Design According to AISC-ASD Spreadsheet

 

Moment connections are designed to transfer bending moments, shear forces and normal forces.

The design strength and stiffness of a moment connection are defined in relation to the strength and stiffness of the connected members.

 

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