![]() ![]() Worksheets for "MWFRS (Any Ht.)", "Stacks & Tanks", and "Open Structures" can handle “rigid” as well as “flexible” buildings and structures. ![]() 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.Ħ. 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.ĥ. Worksheet for "MWFRS (Low-Rise)" is applicable for low-rise buildings as defined in Section 6.2.Ĥ. The design MWFRS load is assumed to be the total wind load on either the width or the length of the building respectively.ģ. ![]() 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.Ģ. Wind Map - Basic wind speed map (Figure 6-1 of ASCE 7-05 Code)ġ.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. ![]()
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. Archives
March 2023
Categories |