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Specifically, wind pressure coefficients and related and required parameters are selected or calculated in order to compute the net design wind pressures. This program is a workbook consisting of eight 8 worksheets, described as follows:. Program Assumptions and Limitations: 1. This program assumes only enclosed or partially enclosed buildings. Open buildings are NOT considered. Worksheet for Simplified analysis is applicable for buildings meeting the criteria of Section 6.
For rigid buildings or structures, this program uses the smaller value of either 0. For flexible buildings or structures, this program calculates the gust effect factor, Gf, per Section 6. 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". Design wind pressures are net pressures sum of external and internal pressures. References: a. Mehta and Dale C. Perry Normal to Building Ridge ft. External Pressure Coeff's. For Case 'A' when GCpf is neg. Remainder of roof Zone 2 to have roof Zone 3 pressures. Notes: 1. Zone 1E is windward wall for end zone. Zone 2 is windward roof for interior zone.
Zone 2E is windward roof for end zone. Zone 3 is leeward roof for interior zone. Zone 3E is leeward roof for end zone. Zone 4 is leeward wall for interior zone. Zone 4E is leeward wall for end zone. Zone 5 is sidewall for interior zone. Zone 5E is sidewall for end zone. Zone 6 is sidewall for interior zone. Zone 6E is sidewall for end zone.
Per Code Section 6. References : a. Case 1: Full design wind pressures acting on the projected area perpendicular to each principal axis of the building considered separately. Above diagrams show plan view of building. For all buildings with overhangs, use Fig.
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Minimum Design Loads for Buildings and Other Structures, ASCE 7-98
37988564 ASCE 7 98 Code Wind Loading Analysis