Composite Beam Design with Verco Floor Deck Based on AISC Manual 9th
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Excel Spreadsheets Engineering
SIMPLIFIED TORSION ANALYSIS FOR STEEL BEAMS
“TORSION9” — SIMPLIFIED TORSION ANALYSIS FOR STEEL BEAMS Program Description: “TORSION9” is a spreadsheet program written in MS-Excel for the purpose of simplified analysis and codechecking of steel beams subjected to torsional loading. Specifically, six (6) different beam and loadingconfigurations can be analyzed / code checked per the AISC 9th Edition Allowable Stress Design (ASD)
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STEEL BEAM WEB STIFFENER ANALYSIS
“STIFFNER” — STEEL BEAM WEB STIFFENER ANALYSIS Program Description: “STIFFNER” is a spreadsheet program written in MS-Excel for the purpose of analysis of steel beams subjectto concentrated loads. Specifically, web yielding, web crippling, and web buckling criteria are checked todetermine if web stiffeners are required to resist the concentrated load. If stiffeners are required, the
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SECTION PROPERTIES ANALYSIS PROGRAM
“SECTPROP” — SECTION PROPERTIES ANALYSIS PROGRAM Program Description: “SECTPROP” is a spreadsheet program written in MS-Excel for the purpose of calculating section properties.Two methods of input data are provided, either by adding of deleting “shapes” or by defining a polygon by aseries of “points”. Specifically, the centroid location and total area are determined, as well
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Web-Tapered Cantilever Frame Design Based on AISC-ASD 9th, Appendix F and/or AISC Design Guide 25
To achieve greater economy in material use, web-tapered steel members, where deeper cross-sections are used within the regions subjected to larger internal forces, are commonly employed within steel structures. However, the methods provided in current structural steel design specifications for the instability assessment of web-tapered steel members are based largely on those developed for prismatic
Design of Conventional Slabs on Expansive Soil Grade Based on 2012 IBC/ACI 360
Conventional concrete slabs are square in shape and 4 m long. Reinforcement is provided on a regular slab and horizontally arranged bars are called main (primary) reinforcement bars and vertically arranged bars are called distribution bars.
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CONVERSION CALCULATOR
“CONVCALC” — CONVERSION CALCULATOR Program Description: “CONVCALC” is a spreadsheet program written in MS-Excel for the purpose of facilitating the adding andsubtracting of numbers (dimensions) represented in English “ft.-in. & fraction” format, as well as convertingthose numbers to Metric (millimeter) equivalents. Also included are some miscellaneous English/Metricconversions pertaining specifically to mass, force, and unit length
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Cellular Beam Design Based on AISC 360-10
Designing cellular beams based on the American Institute of Steel Construction (AISC) 360-10 specification involves following the provisions outlined in the code. Cellular beams, also known as castellated or cellular composite beams, are steel members with regularly spaced openings or cells along the length of the beam. These openings reduce the weight of the beam
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BEAM REACTION ANALYSIS
“BMREACT” — ALLOWABLE STEEL BEAM END REACTION Program Description: “BMREACT” is a spreadsheet program written in MS-Excel for the purpose of determining the allowable beamend reaction and the allowable end moment for the purpose of end connection design. This program is a workbook consisting of two (2) worksheets, described as follows: Worksheet Name DescriptionDoc This
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WIND LOADING ANALYSIS – MWFRS and Components/Cladding
“ASCE702W” — ASCE 7-02 CODE WIND ANALYSIS PROGRAM Program Description: “ASCE702W” is a spreadsheet program written in MS-Excel for the purpose of wind loading analysis for buildingsand structures per the ASCE 7-02 Code. Specifically, wind pressure coefficients and related and requiredparameters are selected or calculated in order to compute the net design wind pressures. This
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