Download NSCP 6th Edition DOWNLOAD PDF - MB. Share Embed Donate. Report this link SIXTH EDITION NSCP C·10 nNATIONA j I I ,! I. Simplified Reinforced Concrete Design NSCP. National Structural Code of the Philippines. National Structural Code of the Philippines(NSCP), Volume 1, Fourth Edition. National Structural Code of the Philippines tio n factors of Section 1 me 1 ilippines ume 1 s of tile Philippines € NSCP , Volume 1.

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    Nscp Pdf Download. However, even those games that may be released under a non-free software or open source license must be. National Standard Code of The Philippines SIXTH EDITION NSCP 6th Edition -pp - pdfDocuments · NSCP 6th Edition. structural analysis by hibbeler pdf free download,structural analysis by hibbeler 9th edition,structural analysis by hibbeler 8th edition solution manual,structural.

    Slideshare uses cookies to improve functionality and performance, and to provide you with relevant advertising. If you continue browsing the site, you agree to the use of cookies on this website. See our User Agreement and Privacy Policy. See our Privacy Policy and User Agreement for details. Published on Aug 29, National Structural Code of the Philippines SlideShare Explore Search You. Submit Search. Successfully reported this slideshow. We use your LinkedIn profile and activity data to personalize ads and to show you more relevant ads. You can change your ad preferences anytime. NSCP , Volume 1. Upcoming SlideShare. Like this document?

    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.

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    Reading rooms 2. Libraries Stack rooms 7. Office corridors Offices 2.

    Printing plants Composing and linotype 4. Decks 1. Reviewing stands, grandstands, Bleachers. 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.

    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: The live loads shall be assumed to act vert ically upon the area projected on a horizontal plane.

    Alteniate spar; loading need not be considered where the uniform roof live load is 1. For those conditions where light-gage metal preformed structural sheets serve as the suppor1 and tinish of roofs, roof structural members a1Tanged to create continuity shall be considered adequate if designed for full dead loads on all spans in combination with the most critical one of the fo llowing superimposed loads: The unifonn roof live load, L, set forth in Table 3 on al l spans.

    The concentrated load shall be placed nn the member over a length of mm along the span. The concentrated load need not be applied to more than one span si mu! Trusses and arches shall be designed to resist the stresses caused by unit Jive loads on one half of the span if such loading results in reverse stresses, or stresses greater in any portion than the stresses produced by the required unit Jive load on the entire span.

    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.

    Greenhouse roof bars, purlins and rafters shall be designed to carry a 0. Sec Table J for roofs f-or storage loads exceedi ng 4. The live load reduction shall not exceed -W t'"'. Sec Section for design wind loads, and Section for design earthquake loads. See Section Pro visions shall be made in the struc tural design for uses and loads that involve unusual vibration and impact forces. Sec Section S uch anchorage shall he capable of resisti ng the load combinations of Section JtJons and temporary partitions that exceed 1.

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    The 0. Women had a significantly higher knowledge than men mean score 7. In contrast, respondents were less sure of chlamydia causing conjunctivitis statement 7 with Men provided more uncertain responses than women to 9 of the 11 statements. Significantly more women than men answered correctly to statement 1 you can catch chlamydia from toilet seats, Men's knowledge was higher on statements 4 and 5, but this did not reach significance.

    More respondents disagreed There were no differences by gender, setting or age group. Respondents were also asked to respond to the statement 'I'd only think about chlamydia if I had symptoms': most Men were significantly more likely to agree to this statement However, in each of the settings, when women were approached it was common for them to respond confidently and with certainty when asked if they had heard of chlamydia before, for example, "Oh, yes, uh huh, I've heard of it" and "Chlamydia yes I've heard of it..

    In contrast, men were less certain about having heard of chlamydia, with the researcher often receiving blank looks and being required to provide more explanation to men than to the women about chlamydia before they affirmed their awareness.

    During interviews, the survey findings and observations were borne out: all interviewees described being aware of chlamydia prior to the posters about the study going up in the setting. What emerged across the interviews was the superficiality of their self-reported knowledge, with some conveying only having heard of it. Knowledge of chlamydia When asked in more detail about their knowledge, most interviewees spoke of their knowledge in tentative vague terms: I: Tell me what you know about chlamydia.

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    R: I don't know a lot about it to be honest [pause]. See, I've heard about it, I don't really know, obviously, all the ins and outs of it, but I know what it is, as much as I kinda, I think I know kind of thing, but em I don't know a lot about it. Interviewee , Female, Age 20, Workplace. Only two interviewees had more detailed knowledge about chlamydia: one had worked in a laboratory which tested samples for STIs and the other had experience of working on a sexual health advice line.

    Both interviewees understood the largely asymptomatic nature of chlamydia and the possible effects on fertility. Interviewees frequently contextualised their own poor knowledge of chlamydia by reference to the absence of knowledge regarding this topic on the part of young people in society generally.

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    The young woman quoted above offered the following comment immediately after discussing her own perceived low knowledge of chlamydia: " I dunno I just think it's, there's just hardly any information about this and I think there should be. Although few interviewees could describe possible sequelae, more women than men spoke of knowing the potential fertility problems women could have following chlamydial infection.

    Most interviewees, particularly the men, spoke of being surprised to learn that the majority of people would have no sign of symptoms of chlamydia infection. I always thought I would know, I'd have some sort of symptom, so yeah, I was really surprised when I read that most people don't always know. ISSN No.: ASEP is a professiona l Association found ed in August to represent the structural engineering communi ty nationwide. This document is published in keeping wilh the association's objectives; Maintenance of high ethi cal and profess ional standards in the practice of structuraJ engineering; Advancement of structural engineering knowledge; Promot ion of good public and private clientele relationship; and Fellowship among structural engineers, and professional relations wit h other allied technical and scienlific organi zat ions.

    It has been a product of a sustained effon of ASEP spanning nine years and the fruition of this endeavor has finally come to reality during my incumbency. May Introduction ASEP recognizes the need for an up-to-date structural code addressing the design and instalbtion of building stmclUral systems through requirements emphasizing performance.

    This updated StI1lc ural Code establishes minimum requirements for building structural systems using prescriptive and pcrforrnance-bascd provisiolls. It is founded broad-based principles [hat make possible the usc of new materials ind new building designs. Also, this code rencets the latest seismic design practice ror ea rthq uake rcsis! However, for cases where available local data is limited to suppon the upgrade, then some provisions and procedures of the NSCP 5 th edition were retained.

    This NSCP 6th edi tion is based on the follow ing international codes and references: Reinforced Masonry Engineering Handbook America h. Concrete Masonry H andbook, 6th Edition Signifi cant rev is io ns are summari z.

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