Design Criteria

July 5, 2018 | Author: Noli Palad | Category: N/A
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SCHOOL BUILDING DESIGN CRITERIA...

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DESIGN CRITERIA: 1.0 THIS DESIGN CRITERIA IS BASED ON THE DESIGN CRITERIA OF THE DEPARTMENT DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS HIGHWAYS PROPOSED PROPOS ED AND IMPLEMENTED SCHOOL BUILDING PROJECTS. 1.1 1.1 SPEC SPECIF IFIC ICA ATION TIONS S

DESIGN GUIDELINES, CRITERIA, AND STANDARDS, STANDARDS, DPWH. NATIONAL STRUCTURAL CODE OF THE PHILIPPINES 2010 VOLUME I BUILDINGS, TOWERS AND OTHER VERTICAL STRUCTURES, SIXTH EDITION 1.2 LOADS

1.2.1 DEAD LOAD 2" kN67 " 2' kN67"

A. PLAIN CONCRETE B. REINFORCED CONCRETE C. STRUCTURAL STEEL D. FILL MATERIALS

88 kN67" 1# kN kN67"

1.2.2

LIVE LOAD ROOF

1.0 kPa

CLASSROOM

1.9 kPa

HALLWAYS a! STAIRS

".# kPa

1.2." WIND LOAD $ONE II

V%200&PA

1.2.' SEISMIC LOAD SEISMIC LOADING SHALL BE BASED ON THE RECOMMENDATION OF NSCP. SEISMIC DESIGN PARAMETERS IMPORTANCE FACTOR

1.(0 )ESSENTIAL*

N+a S-/+ Fa/-, Na

1.0

N+a S-/+ Fa/-, N

1.0

S-3 T45+, SD

'

1.3 ALLOWABLE SOIL BEARING CAPACIT Y

:/ % 80 kPa 1.4 MATERIAL PROPERTIES

1.'.1 GROUT FOR MICROPILE GROUT FOR MICROPILE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 20.8 MPa 1.'.2 REINFORCED CONCRETE COMPRESSIVE STENGTH OF CONCRETE ; 2# TH DAY % 20.8 MPa FOR FOOTING, TIE BEAM, COLUMN, BEAMS AND GIRDERS, SUSPENDED SLAB, SLAB ON GRADE, STAIRS 1.'." REINFORCING STEEL ALL REINFORCING STEEL SHALL BE DEFORMED CONFORMING TO ASTM A
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