NSCP 2015 LOAD PROVISION AND LOAD COMBINATIONS

Correction: NSCP 2015 1st Printing was used in the discussion, not NSCP 2010 (medyo nawala lang sa isip na 2015 ang gamit and tinamad na magedit hehe)

[@jaumetolentino5339]

The best explanation of NSCP chapter. None of my professor have ever explained as detailed as this. Sir, with all your lectures, can your please give an example of a manual computation of a simple building like 2 or 3storey high. I think applying all your lectures will give us a good insight on how design principles is being applied to a real structure. I hope someday....

[@nioroskyengineeringonline8968]

that would be in my future lists. for the mean time i would like to establish first all important principles including the seismic detailing before i discuss the design processes. cheers :)

[@Monasampulna]

nice ,thank you..we'll wait sir...

[@jylesronnbaris7091]

Thank you for sharing your insights as well as commentary of what we call the Code of the Land. Please continue explaining and clarifying to us the NSCP provisions. thank you

[@nioroskyengineeringonline8968]

salamat po. yes indeed its my point blanc target. doing my shariung as academician and also as a practicing structural engineer :)

[@sheineysantos5459]

I can't believe that we have access to this and it's all FREE. Thank you sir. I've been Niororized! Lol ❤

[@nioroskyengineeringonline8968]

Informations discussed are not in full details just the important highlights of the topics. So nothing to worry. Eto yung libre na mabigat ang makukuha in return, both students and maybe including future practicioners and current practicioners. Cheers. Just sharing my knowledge. Just hit the like and subscription button, that will boost up my interest to do more discussion lile this. Enjoy the current playlist we have. :)

[@sheineysantos5459]

Thank you sir. I've already hit the subscribe button and the notification bell.😅 Believe me, I'll be watching every single one of your videos. Sir, baka pwede po pala request lol baka pwede po sa susunod na mga upload discuss po yung slab and yung analysis ng eccentric load (plastic centroid) ng columm.❤

[@nioroskyengineeringonline8968]

@@sheineysantos5459 thanks very much. Yes im in the process for one way, two way, and column. I will comolete the topics. Also to include seismic detaings and some updates to aci 318-19. Cheers.

[@odyson2395]

Thank you for the explanation! Laking tulong sa online class!

[@rexmelchorimperial8580]

super thank you for sharing your knowledge. matagal na ak naghahanap ng ganito learning materials

[@nioroskyengineeringonline8968]

More to come boss

[@joncea4448]

Thank you for sharing sir. Ask ko lang sir kung meron ka po simplified na NSCP 2015 yung sa mga minimum requirements

[@jonathanflorentino8613]

Thank you sir for the clear explanation of this topics.

[@creative_way417]

sir merun po ba kayu sample computation with explanation ng "development length" ng rebars gamit na gamit po kc sa estimate at site

[@zulkifleetaug6632]

salamat sir sa nice discussion, request nxt video about siesmic provisions naman..salamat po

[@nioroskyengineeringonline8968]

in the future i will consider that topic. thanks for this recommendation :)

[@rolandobadilla848]

sir, kahit 2nd floor slab po ba ng isang residential unit, kailangan pa rin ng load combination na may earthquake loads?

[@binazirmalali9236]

Hi sir, nakapaganda po ang explanation nyu .. Pa upload din ng analysis ng trusses and design slamat po

[@nioroskyengineeringonline8968]

in the future it will be included. im just doing first the core concepts then eventually papunta na tayo dun :)

[@krystl-of2tn]

thank you sa mga vids sir, engr na ako ❤

[@nioroskyengineeringonline8968]

Congrats engr :)

[@krystl-of2tn]

@@nioroskyengineeringonline8968 🥹🥹🥹

[@arwinurmeneta4187]

3:01 "namention ko yan before on orientation in RCD"; sir may I ask which video po itong discussion nyo ?

[@xeexii_]

🎯 Key Takeaways for quick navigation: 01:00 🏗️ *The design loads and load combinations in NSCP 2015 are discussed under section 404.3, emphasizing the need to follow the specified code for evaluating beams and frames.* 03:01 📏 *Different design approaches, such as Working Stress Design (WSD) and Load Resistance and Factor Design (LRFD), are introduced, highlighting the importance of understanding and applying them in reinforced concrete design.* 04:33 💡 *The stress on a structure is proportional to force over the area. Increasing stress involves maximizing force and minimizing area, with a focus on safety factors and preventing failure.* 06:25 🔄 *Load combinations involving dead load and live load are discussed, with an emphasis on amplifying loads to ensure structural safety and compliance with code requirements.* 08:21 🌐 *Section 405.1.1 outlines factors and combinations used in design, covering self-weight, live load, snow load, rain load, and other considerations.* 10:00 🏢 *Specifics on load factors in seismic zones, reduction of live loads, and methodology assessment of loads are discussed under Section 405.2, emphasizing compliance with the general building code.* 11:17 📊 *Load combinations in Section 405.3.1 include a factor of 1.4 for dead load and 1.2 for live load, with additional factors for roof load, rain load, and earthquake load.* 13:33 🔍 *Investigation of loads acting simultaneously and load reduction factors for live load are highlighted in Section 405.3.2 and 405.3.3, with special considerations for lifeline structures.* 17:18 🚧 *The video touches on load combinations involving earthquake forces, wind forces, live loads, and other considerations for designing structures to resist various loads.* 23:18 🔄 *Alternate basic load combinations (Section 203.4.2) are discussed, allowing structures to be designed for the most critical effects resulting from seismic and wind loads.* 26:13 🏢 *Load combinations for seismic design are provided, with a focus on satisfying specific conditions and using the specified load combinations as per NSCP 2015.* Made with HARPA AI

[@MsJohnpaul21]

Sir pano yung safety factor na gagamitin sa uplift ng foundation wala ksi tayu sa NSCP na applicacable section meron man sa uplift kaso walang naklagay na safety factor lalo na sa fdn ng mga towers?

[@nioroskyengineeringonline8968]

That is a different code to follow under ATC. Also nasa soil investigation report makikita ang recommended FS for special structures understand and analyzed by a licensed geotechnical engineer. Cheers :)

[@nioroskyengineeringonline8968]

You can try to view my discussion regarding Factor of safety for foundation under my FOUNDATION playlist :)

[@marynethred160]

I've been niororized, thanks sir😊

[@nioroskyengineeringonline8968]

ganun ba engr hehe

[@rogeliojrsacopla7469]

salamat sir sa video.great help!

[@nioroskyengineeringonline8968]

your welcome engr :)

[@njin1110]

Good day sir! We have an assessment regarding this, designing 1 beam and 1 col according to NSCP 2015 but we dont know po where to start, may we ask for your help sir ?

[@Jepoys041809]

Well explained. Thanks Sir👍

[@nioroskyengineeringonline8968]

salamat sir Jeff :)

[@jadejels3647]

Sir next time pa introduce naman po sarilo nyo para po sa curious na kagaya ko bakit ang galing nyo po 🙂

[@nioroskyengineeringonline8968]

hehe sige next time. sa ngayon mejo tight pa schedules and i will try to make up a short video thanking all of my subscribers including you. :) salamat boss.

[@kennethpurca2661]

sir kung nakastate sa problem is only occupancy live load ang f1 po ba na gagamitin is 1.0? maraming salamat po sir

[@nioroskyengineeringonline8968]

Use the conditions met for each situation. There are criterions to look at based on code provisions.

[@stephenminamina9505]

hello meron po ba kayong files/reviewer sa Concrete Design na parallel sa NSCP

[@kouhaiii3182]

thank you for this! very helpful

[@nioroskyengineeringonline8968]

salamat din po

[@romeotolentino5823]

EXCELLENT DISCUSSION

[@mf3746]

wla naman kaso sir kung ASD lang gamitin kung load combination kpg pinagsubmit ako ng structural analysis sa City Hall? (d nila kasi required ang seismic analysis kapag 2 floors pababa)

[@nioroskyengineeringonline8968]

as mandated by National Building Code of ht ephil, it is to use the latest code as the natural "LAW OF THE LAND". simply means used the latest code and it should be under USD where load combinationsa re required. also even not required but for the feel of sleeping at night without worries, better use the latest code for its intention is to secure the safety of the occupants with the altest findings, basically adopted from ACI 318 :) Also the new Phil Buiding Act (PBA) soon to be release, will supercede NBCP and it will consider even two stories and bungalow to have a certain standards of sizes specially for liquefaction effects :) my two cents.

[@MylzHobbiez]

Ano yung Load Mapping? Asap po. Thanks.

[@androwwsarnejo2635]

shear with axial po for rcd sir

[@nioroskyengineeringonline8968]

in the future will consider that as a content of my playlists :) thanks

[@Paulinoacierto-v6i]

thanks for nice video

[@archdukeczardiazbustamante8703]

wala pa po pala sa history na pinag sama yung wind load at earthquake load, yung dean po ata namen ayaw na kame buhayin e, btw thank you po

[@jonasdizon6164]

Sir design of column naman po

[@nioroskyengineeringonline8968]

hi. we will have that in the near future :)

[@meramolinbabor2926]

@@nioroskyengineeringonline8968 sir, good day po. ano po ang kaibahan ng service load at factored load?

[@nioroskyengineeringonline8968]

@@meramolinbabor2926 to simplify the explanation, service load is unfactored or nominal. while factored load as the name implies. cheers.

[@meramolinbabor2926]

@@nioroskyengineeringonline8968 thank you po 🙂

[@alligodfreyukuni2975]

Good job

[@nioroskyengineeringonline8968]

Salamat boss

[@thristanalangwawi7910]

., sa column nman sir

[@nioroskyengineeringonline8968]

Next in line ang column after gawan ko amg one and two way slab. Once magkaroon ng available time to do :)

[@thristanalangwawi7910]

@@nioroskyengineeringonline8968 cge po sir, sana pki discuss din ung steel decking sa slab hehe