RCD | One-way slab design | NSCP 2015

✅Be an exclusive member and get access to our Members-only Videos. (w/ Latest Board Exam lectures)
Click the link below to join:
www.youtube.co...
✅Join our community (fb group)
/ delacruzengineeringcom...
✅Facebook page:
/ delacruzengineering
✅Review books for sale:
/ shop_tab
✅Looking for Quality Civil Engineering Review and Training Center for Licensure Examination?
Enroll now at GERTC (Gillesania Engineering Review and Traning Center)
/ gillesaniareviewcenter
#CivilEngineering #CivilEngineeringReview #CivilEngineer #CEReview #Review #CELEREVIEW #DeLaCruzEngineering #HPGE #FLUIDMECHAICS #HYDROSTATIC #hydraulics #CEboardexam #PSAD #MSTHC #HPGE

[@markgilcagampang92]

For minimum thickness of slab the NSCP 2015 says For fy other than 420MPa the expression in the table shall be multiplied by (0.4+fy/700).

[@marcialabao6677]

Ito din napansin ko, icocomment ko din sana, magka iba statement.

[@viralcat-w4x]

Sundin mo lang yang nakasulat sa NSCP 2015. Mali yung "higher than" kasi kung isusubstitute mo ang Fy = 420 sa (0.4 + fy/700) and lalabas ay (0.4 + 0.6) = 1

[@viralcat-w4x]

In short lahat dapat ng values ay dapat i-multiply sa expression na yan

[@wennmarinduque4300]

magbasa ka po normal weigh of concrete its up to you kong ano gamitin mo but moslty in actual 420mpa ginagamit na fy sa concrete iba then sa steel

[@johnuy1955]

for clarification neer, is it necessary to add the beam weight to the deadload of slab in designing a slab? or neglect the beam weight? unless if designing a beam?

[@jeffersonblay]

Good refresher video for slab design.. Thanks

[@romerlaggui1055]

sir paano mo nakuha yong 130.22 KN. lumalabas sa computation ko eh 52585.06

[@olgecabradilla4521]

Same po, paano po nakuha yung 130.22 huhu

[@antonioescober8897]

Pansin ko lng, marami na rin ako napanood na mga KZbin content about reinforced concrete, but wala pa ako nakikita that elaborated discusses two way design / analysis.meron lng ISA kay engr Padilla, Paro limited lng. Sana makagawa Ka engr. Job

[@OnicsFurryCloset_]

Tanong lang po, medyo nagugulahan ako sa final answer diyan sa "Concrete design shear strength" kahit akong gawin kong pag calcu, di talaga siya 130.22kN.

[@DagohoyStreet]

same tol. Nagugulohan narin ako

[@russellobligacion4007]

parehas sir

[@luigim253]

55.506kN sagot dyan pero ok lang pasok parin nman sya sa code.

[@boy-br2tr]

Bai Daghang Salamat !. Naa kay sample design from roof down to foundation structural analysis?!..Thanks keep inspiring others, GOD BLESS Always!

[@rubentuting525]

pwwde pa send pud ko sir ? 😅

[@albertodelosreyes8448]

Ndi po ba wl²/12 po ung gagamitin since na satisfied naman ung conditions?

[@norielgarcia9379]

Sir question, bakit po -1/10 yung ginamit nyo sa negative moment? di ba po sabi sa code pag slab is -1/12? thanks po.

[@fundays5182]

20:42 Bakit Po iba yong lumalabas sa calculator ko? 52585.0561

[@vincecabagay9928]

same

[@johnemmanuelfroilan1993]

Two way slab sir, im waiting. thank you

[@martrayleigh7988]

Sir, hindi po ba same lang ng bakal yung sa negative and positive moment since naka bend lang naman po yung bakal tulad po sa figure sa 1:05 ?

[@abi_liever]

sir, pano nakuha yung value ng p na 0.003943. kasi pag solve ko, 0.0018212 yung lumabas sir

[@christianfabella8415]

same

[@celinamarieuy5213]

Maraming salamap po

[@JohliaQuiloConsolacion]

Sir san pa yung link for the each explanation po of table

[@dondyhermosura2120]

Sir tanong ko lng kung ang design n one way slab at ginamit mo ng bakal n pang two way slab may conflict o okey lang.

[@ToxicPumpkinZz]

Hindi ba dapat ung effective depth is thickness minus cover minus diameter bar divide 2 so dba dapat 95mm ang d hnd 90

[@baz0inks]

sir pano pag isang span lang yung one way slab? pano po yung approach sa pag solve?

[@envidiax4740]

Yung sa Rho (max) nyu po Sir verify ko lang po kung 3/8 yung c/d or 3/7 ba? Thank you po.

[@slotherium8312]

Tanong ko lang po Yung sa d niyo Yung d is 120-20-10 pero sa drawing yung sukat Ng d is 120-20- half Ng diameter bars

[@harrygarcia1269]

Sir magkakaron po ba kayo ng lecture about two-way slab?

[@allyce06]

Reinforcement detailing pls kasali negative moment, Pag malaki na yung sa negative moment possible na may top extra bar near support?

[@cliffordbaluarte1564]

thank you.. sr

[@chelounavales5214]

Sir bakit iba lumabas sa akin sa 21:05 sa pag kuha sa 0Vc, ang lumabas sa Calculator ko is 52585.06 ..

[@abigailcayangyang00]

sakin din po. i dont know how po palabasin yung 130.22 KN

[@EngrDeLaCruz]

Miscalculation ko to 🙂 anyway pasado parin sya sa criteria

[@abigailcayangyang00]

@@EngrDeLaCruz okay lang po thank you po sir. :)

[@koukiii7138]

Where can we use one way slabs and two way slabs and ill insert the beams because i dont know

[@richardneile.salalima54]

meron po kayo vid for 2 way slab design?

[@vincecabagay9928]

how about ung negative moment sa exterior suipport?

[@riveraelmerc.7723]

Less than 3m po ung span, Hindi po ba dapat WuLn²/12?

[@inva8261]

Face of all support ba yung span na kinosider nya??? Check mo nga braderrr

[@zerozetto2613]

Sir, ano pong magiging Moment Coefficient kapag 2 span and continues at both ends?

[@erdhybialza6521]

Could you please share the link of your video explaining Table 406.5.2. And thanks for the video, madami akong natutunan for the latest code.

[@javec5306]

Sir pwede po ba mag request ng whole design ng 2 storey house. From roof to footing po.

[@jadepadro3393]

Yan rin hinahanap ko yung manual para step by step.

[@jadepadro3393]

Yan rin hinahanap ko yung manual para step by step.

[@EngrDeLaCruz]

Thank you for watching! Please check upcoming tutorials :)

[@nabilsharief338]

Paano po maging member don sa 2022

[@noehareta1424]

Hi sir! I checked NSCP 2015 po about sa factor na minumultiply sa min. thickness ng slab, nakalagay po is "For fy OTHER than 420 Mpa...", bakit po dito sa vid nyo is "For fy higher than 420 Mpa"?

[@EngrDeLaCruz]

Ah, yes based sa actual seminar held by ASEP they used the term "for fy higher than". 🙂

[@noehareta1424]

@@EngrDeLaCruz ahh so ano po kaya sir ang gagamitin sa board exam? Higher po or other?

[@EngrDeLaCruz]

If ako lang, gagawin ko ang dalawa. Then depende na kung ano ang lalabas sa choices 🙂 pero first choice ko pa rin is "higher than" because if "other than" it means pwede below or pwede above which is medyo confusing

[@viralcat-w4x]

@@noehareta1424 Gamitin mo kung ano ang nakasulat sa NSCP 2015. Mali yung "higher than" kasi kung isusubstitute mo ang Fy = 420 sa (0.4 + fy/700) and lalabas ay (0.4 + 0.6) = 1 In short lahat dapat ng values ay dapat i-multiply sa expression na yan

[@junryeddong1811]

Engr. Tanong ko lang po yung sa steel ratio(rho) ang lumabalas po kase na value is 0.001821. Instead of 0.003943. San po kaya yung error ko ?salamat po sa response

[@EngrDeLaCruz]

May error po ako sa effective depth, paki notice nalang po, ni mention ko sa video

[@mathemhavana]

Di na po ba iconsider sa deadload ang self weight ng slab o kasama na yun sa dead load pressure?

[@hdksosphskkss4404]

Pag sinabi engr. Sa problem na superimposed deadload need mo pa iaad ung weight ng slab kasi ibig sabihin nakapatong lang ung deadload di pa kasama ung weight ng slab which is 23.5 x thickness.

[@trisharezeldejuan6535]

paano po magdetermine ng fy and f'c

[@tutingrubena1584]

ano po gagamitin L sa pagkuha ng thickness ng slab kung ang dalawang magkasunod na clear length ay di magkaparehas

[@PATOTORKS]

E average mo bro.

[@maliviwesenzela3228]

❤❤❤❤

[@lykajoiehalili1605]

Hi ! pwede pong malamn kung pano po magdesign ng elevated swimming pool steel frame then concrete po yung slab. two way slab po. Thankyou po

[@EngrDeLaCruz]

Thank you for watching! Please check upcoming tutorials :)

[@jihyelee6177]

Sir ano po fb nyo po?

[@arcillapammy]

sir bat po samin s/l gamit nila and hindi po sya 2.0 gamit po nung prof ko is 0.5 nscp 2015 din sya

[@tigib]

Reciprocal lang

[@zedspikeful]

Kailangan po ba e-memorize lahat na to para sa board exam? Or given po ang mga factors?

[@socialupdate968]

ehhh attached yan ang code but since common na yan binibigay sa board exam di natin alam mas buti familiarize mo

[@kislevjevonsdedumo7883]

Master pwede po two way slab nman

[@EngrDeLaCruz]

Soon 🙂

[@jadepadro3393]

Waiting po☺

[@jadejosepalomar9878]

Up po hehe

[@jadejosepalomar9878]

Idol two way slab naman po please! Salamat po

[@EngrDeLaCruz]

Soon pag di na masyadong busy :)

[@celvinmarkaustria268]

sir what if 3x6 yung dimension one way paden?

[@EngrDeLaCruz]

2 way slab adopted L/S =0.50

[@jihyelee6177]

Sir good am po!!! Sir sigi naba tabangi ko sa ako kalangan ko talaga ng guid posir!!!🙏🙏🙏🙏

[@EngrDeLaCruz]

Please message lang po sa fb page to see tutorial rate 🙂

[@erwinuy8992]

Engr Basin pwede 2 way slab na sab nscp 2015

[@EngrDeLaCruz]

Soon 🙂

[@erwinuy8992]

@@EngrDeLaCruz pohon daghang salamat Engr. God Bless

[@tigib]

Saan po mahahanap sa NSCP yung spcefications for concrete cover sir? Thanks po sa video, malaking tulong po!

[@opinionsbemine]

kzbin.info/www/bejne/bpzbmnl6ad6WjcU

[@mobyshun7885]

Nasan na po yung explanation nyo about sa conditions dun sa table? Thank you po

[@opinionsbemine]

kzbin.info/www/bejne/bpzbmnl6ad6WjcU

[@kimjoroxas1312]

kalisod ba ani akomg kurso😭😭😭😭😭

[@ILLUTSOFIAMAEA.]

andaming mali sir nalilito tuloy kami

[@jethermelendrez6709]

Sir, ano po steel ratio kung English units?

[@elixerjohngadingan4600]

Same