This is the new Brochure for Software Esteem 8. This software will guide you to design your own building.
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Mechanics of Machines AssignmentFull description
You’ll get the best views from above so make the most of the many sky dive schools and drop zones all over New Zealand where you can go solo or tandem as you float through the air. Fly t…Full description
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INTRODUCTION:
GENERAL DESIGN DATA Concrete The characteristic strength fck strength fck is is 28 days cylinder strength. The grade of concrete appropriate for se shold !e selected ta"ing accont of follo#ing factor$ %
Ade& Ade&a ate te str strengt ength h for for the the li'i i'it stat statee re& re&ir ire' e'en entt
%
Dra!ility
%
The grade of Concrete is 2( N)''2
%
*nit #eight of concrete is 2( "N)'+
Reinforce'ent %
Desi Design gn !ase !ased d on the the appro appropr pria iate te cha chara ract cter eris isti ticc stre streng ngth th or or a lo#er lo#er ,al ,ale e if if nece necess ssar ary y to redce deflection and control crac"ing.
%
-or high yield steel the strength is // N)''2
%
Rein Reinfo forc rce' e'en entt pro pro,i ,ide ded d is is 0RC 0RC A1/ #hic #hich h is is #ir #iree 'es 'esh h #ith #ith 1/ '' '' dia dia'e 'ete terr.
0ea' The selection of !ea' sies is often dictated !y deflection control criteria. Span to o,erall depth (L/h) ratios (L/h) ratios of 1+ to 18 are generally fond to !e econo'ical in the case of si'ply spported and continos !ea'. The sie of !ea' sed in this design is 2//''3//''.
Sla! Sla!s are plate ele'ents ele'ents for'ing for'ing floors and roofs in !ildings #hich nor'ally carry nifor'ly distri!t distri!ted ed loads. The selection of sla! thic"ness thic"ness fro' strctral strctral ,ie#point is often dictated dictated !y deflection control criteria. The thic"ness of sla! proposed to !e sed is 1// ''
Col'n Col'ns do not contri!te to resistance of horiontal actions. Col'n sies shold not !e significantly different fro' those o!tained sing crrent practice. The design sie of col'n for this !ngalo# is +//'' 4 +//''.
