STRUCTURAL DESIGN CRITERIA

May 1, 2019 | Author: Hariet Ramos | Category: Structural Load, Earthquakes, Wall, Concrete, Strength Of Materials
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STRUCTURAL DESIGN CRITERIA PROPOSED TWENTY STOREY RESIDENTIAL BUILDING

Project: TWENTY STOREY RESIDENTIAL BUILDING WITH BASEMENT Location: Indang, Caite O!ner: "ariet S# Ra$o% Ra$o%

STRUCTURAL STRUCTUR AL DESIGN CRITERIA 1.0

LOADS De%ign &oad% and 'orce% 'orce% are t(o%e re%)&ting re%)&ting 'ro$ dead &oad%, &ie &oad &oad% % and and eni niron$ on$enta enta&& &oad% oad% acti acting ng in t(e t(e $o%t o%t criti ritica ca&& co$*ination, )%ing t(e a++ro+riate &oad 'actor% reco$$ended * t(e t(e goe goerrning ning code code%# %# Rein' ein'or orce ced d conc concrrete ete %ect %ectio ion% n% %( %(a& a&&& *e de%igned )%ing t(e U&ti$ate Strengt( De%ign -et(od# Load 'actor% are a% %+eci.ed !it( t(e Nationa& Str)ct)ra& Code o' t(e P(i&i++ine%#  T(e *a%ic *a% ic &oad t+e% and t(eir corre%+onding $agnit)de% are ta/en a% 'o&&o!%:

1.1

DEAD LOADS  T(e dead &oad i% t(e ertica& &oad, !(ic( inc&)de% t(e !eig(t o' a&& a&& +er +er$ane $anent nt con% con%tr tr)c )cttion ion and and a&& a&& $ate ateria& ria&%, %, and and e0)i e0)i+$ +$en ent, t, !(ic !(ic( ( are are +er +er$anen $anent& t&  'a%te 'a%tene ned d t(er t(eret eto o and %)++orted t(ere*#  Ta*&e  Ta*&e 1 2 DEAD LOAD

Material

Dry Unit Weight

Str)ct)ra& %tee&

34#53 6N7$ 8

Rein'orced concrete

98#4 6N7$ 8

S&a* +er 1;;$$ t(ic/

9#8 6Pa

S&a* +er 1;$$ t(ic/

8#8 6Pa

oor to++ing%

1#8 6Pa

Cei&ing = )ti&itie%

;#8? 6Pa

-ec(7E&ect

;#8; 6Pa

E@terior !a&& 9;;$$ t(/ C"B

#84 6Pa

Interior !a&& 1;$$ t(/ C"B

8#8 6Pa

1

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STRUCTURAL DESIGN CRITERIA PROPOSED TWENTY STOREY RESIDENTIAL BUILDING

Interior +artition% 1;;$$ t(/ C"B

8#13 6Pa

1. LI!E LO LOADS ADS  T(e &ie &oad inc&)de% &oad% t(at $a ar in $agnit)de, and7 and7or or di%t di%tri ri*) *)ti tion on d)ri d)ring ng t(e t(e &i'e &i'e o' t(e t(e %tr) %tr)ct ct)r )re e not not inc&)ding !ind &oad, eart(0)a/e or dead &oad# T(e $ini$)$ a&)e a&)e% % o' t(e t(e%e &oad% oad% de+e de+end nd on t(e t(e occ) occ)+a +anc nc  o' t(e t(e %tr)ct)r %tr)ct)re e and are nor$a&& nor$a&& %+eci.ed * t(e goerning goerning code%# code%#  Ta*&e  Ta*&e 9 %(o!% t(e &ie &oad% )%ed in t(e de%ign o' t(e *)i&ding# Ta*&e 9 2 LIE LOAD

O""#$an"y%U&e

'l((r Li)e L(a*

Ba%ic oor or roo' %)++orted * t(e $e$*er in %0#$# D F Dead &oad +er %0)are $eter o' area %)++orted * t(e $e$*er% L F Unit Lie &oad +er %0)are $eter o' area %)++orted * t(e $e$*er%
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