Asce 7 Monoslope Free Roof

Part 6 is applicable to building appurtenances such as roof overhangs and parapets and rooftop equipment.

Asce 7 monoslope free roof.

Type of roof monoslope topographic factor kzt topography flat hill height h 80 0 ft half hill length lh 100 0 ft actual h lh 0 80. 2010 edition of asce 7 minimum design loads for buildings and other structures errata table 4 1 minimum uniformly distributed live loads lo and minimum concentrated live loads occupancy or use uniform psf kn m2 conc. Aashto lrfd 3rd edition. A simplified procedure and an analytical procedure.

The balanced snow load is applied everywhere where the roof structure is located. Minimum design loads for. Pr version 1 indd i 4 14 2010 1 40 42 pm. Coefficients are calculated and compared with values in asce 7 design load guidelines.

The analytical procedure is for. Library of congress cataloging in publication data. It has been accepted for inclusion in all dissertations by. Company job title example 3 157 building flat terrain address city state job no.

The simplified procedure is for building with a simple diaphragm roof slope less than 10 degrees mean roof height less than 30 feet 9 meters regular shape rigid building no expansion joints flat terrain and not subjected to special wind condition. The building has a flat roof gable roof multispan gable roof hip roof monoslope roof stepped roof or sawtooth roof and the wind pressures are calculated from a wind pressure equation. Asce 7 10 provides two methods for wind load calculation. Guide to wind load procedures of asce 7 02.

After you obtain the roof slope factor from those sections in asce 7 10 the balanced design snow load for the sloped roof can easily be calculated using equation 7 4 1. As ce standard asce sei 7 10 american society of civil engineers minimum design loads for buildings and other structures this document uses both the international system of units si and customary units. Part 5 is applicable to an open building of all heights having a pitched free roof monoslope free roof or trough free roof. To existing asce 7 design load provisions for sawtooth roof systems.

If the roof is not gable flat or hip the low rise building provisions of asce 7 16 should not be used and the directional procedure for main wind force resisting systems mwfrs is used instead. This dissertation is brought to you for free and open access by the dissertations at tigerprints.