palmkillo.blogg.se - Asce 7 10 free download

In worksheets for "MWFRS (Any Ht.)", "Wall C&C", and "Roof C&C" the user may opt to utilize user designated steps in height, 'z', in determining the wind pressure distribution.Worksheets for "MWFRS (Any Ht.)", "Wall C&C", and "Roof C&C" are applicable for buildings with mean roof heights of up to 500 feet.Worksheet for "MWFRS (Low-Rise)" is applicable for low-rise buildings as defined in Section 6.2.The design MWFRS load is assumed to be the total wind load on either the width or the length of the building respectively. In the worksheet for Simplified analysis, the design MWFRS wind load is calculated for each direction.Worksheet for "Simplified" analysis is applicable for low-rise buildings meeting the criteria of Section 6.4.1.Program Assumptions and Limitations of ASCE 7-10 Wind Load Spreadsheet Wind Map - Basic wind speed map (Figure 6-1 of ASCE 7-05 Code).

Open Structures (no roof) - Analysis of open structures without roofs.Stacks & Tanks - Analysis of cantilevered chimneys, stacks, and vertical tanks.

Roof C&C - Analysis of roof Components and Cladding.

Wall C&C - Analysis of wall Components and Cladding.

MWFRS (Any Ht.) - Main Wind-Force Resisting System for buildings of any height.

MWFRS (Low-Rise) - Main Wind-Force Resisting System for low-rise buildings with h <= 60’.

Simplified - Analysis using simplified method for low-rise buildings with h <= 60’.

ThisASCE 7-10 Wind Load Spreadsheet is a workbook consisting of nine (9) worksheets, described as follows Specifically, wind pressure coefficients and related and required parameters are selected or calculated in order to compute the net design wind pressures. ASCE705W is a spreadsheet program written in MS-Excel for the purpose of wind loading analysis for buildings and structures per the ASCE 7-05 Code.