National structural code of the philippines 2010 edition pdf

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National Structural Code for Buildings, 1st Edition. ▫ Based on Philippine International Convention Center (PICC). Folk Arts . NSCP NSCP , Volume 1. 1. SIXTH EDITION; 2. NATIONAL STRUCTURAL CODE OF THE PHILIPPINES VOLUME I ~ BUILDINGS. National structural Code of the Philippines(NSCP), Volume 1, Fourth Edition. Ebook PDF revised national plumbing code of the philippines Download or Read Online revised national plumbing code of the . pb ISBN

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The load factor on the live load L in Eq. Ambeth R. The load factor on If. For roofs whose structures are composed of a stressed shell , framed or solid, wherein stresses caused by any point loading are distributed throughout the area of the shell, the requirements for unbalanced unit live load design may be reduced 50 percent. Clipping is a handy way to collect important slides you want to go back to later. Mike Guerrero Architectural Designer. Thank You.

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2010 of structural national pdf the edition philippines code

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National Structural Code of the Philippines(NSCP), Volume 1, Fourth Edition

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Embeds 0 No embeds. No notes for slide. NSCP , Volume 1 1. ASEP All rights reserved. This publication or any part thereof must not be reproduced in any fom1 without the written permission of the Association Structural Engineers of the Philippines, Inc.

Code pdf structural the 2010 national philippines of edition

ISSN No.: Facsimile No. ASEP is a professional Association founded in August to represent the structural engineering community nationwide. FOREWORD For the protection of public life and property, the design of structures and the preparation of structural plans for their construction have to be controlled and regulated.

The current publication of the 6'h Edition of NSCP ClOl for buildings, towers and other vertical structures is the affirmation of the mandate of the ASEP to continuously update the National Structural Code of the Philippines with the latest technological developments. It has been a product of a sustained effot1 of ASEP spanning nine years and the fruition of this endeavor has finally come to reality during my incumbency.

May The most critical effect can occur when one or more of the contributing loads are not acting. All applicable loads shall be considered, including both earthquake and wind, in accordance with the specified load combinations.

When using these altemate basic load combinations, a one-third increase shall be permilled in allowable stresses for all combinations, including WorE.

National Structural Code of the Philippines(NSCP), Volume 1, Fourth Edition

Sand or gravel and clay Gravel, dry Gypsurn, wallboard Icc Iron Cast Wrought I Masonry, Ashlar Stone Granite Concrete solid portion Lightweight units I Plywood Three-ply ready roofing IO Insulation, roof boards per mm thickness Cellular glass Bituminous, gravel-covered. OJ Wood Sheathing per mm thickness OJ5 Stone concrete, per mm Sizes ' ' ' mm mm mm mm '!

Density of Unit: This requirement may be satisfied in accordance with the provisions of Section These loads shall be taken as the minimum live loads of horizontal projection to be used in the design of buildings for the occupancies listed, and loads at least equal shall be assumed for uses not listed in this section but that creates or accommodates similar loadings.

Where it can be determined in designing floors that the actual live load will be greater than the value shown in Table , the actual live load shall be used in the design of such buildings or portions thereof.

Special provisions shall be made for machine and apparatus loads.

Unless otherwise specified the indicated concentration shall be assumed to be uniformly distributed over an area mm square and shall be located so as to produce the maximum load effects in the structural member. Provision shall be made in areas where vehicles are used or stored for concentrated loads, L, consisting of two or more loads spaced 1. Parking garages for the storage of private or pleasure-type motor vehicles with no repair or refueling shall have a floor system designed for a concentrated load of not less than 9 kN acting on an area of 0.

The condition of concentrated or uniform live load, combined in accordance with Section Access floor systems r Armories 7. Theaters, assembly areas. Bowling alleys, poolrooms and similar recreational areas 5. Catwalk for maintenance access 6. Cornices and marquees Fixed seats 2. Dining rooms and restaurants 4. Exit facilities 5 4. Hospitals Corridors above ground floor 4. Reading rooms 2.

Libraries Stack rooms 7. Office corridors Offices 2. Printing plants Composing and linotype 4. Decks 1. Reviewing stands, grandstands, Bleachers.

The of structural pdf 2010 national edition code philippines

Roof decks Same as area served or Occueancy -- -- Classrooms 1. Schools Corridors above ground floor 3. Sidewalks and driveways Public access Heavy Retail 4. Ser Toblr forl't! Philippines G11 ' Edition Volume! Ceiling framing live load Over stages A!! Is, Handrai Is I I. Storage racks Association of Structural Engineers of ttw Philippines Flat J or rise less than 4 units venic'hl in 12 units horizontal Rise 4 units vertical to less than 12 units vertical in 12 units horizontal Arch and dome 0.

National Structural Code of the Philippines

No reduction permiued 4. Awnings except cloth covered. Greenhouses, lath houses and 0. J A flat roof is "". The lil't' food for flat ronfl is i11 addition to thl' flmulinl: