Тёмный
Engr. Jayson Ingal Salvador, CE, MP, ME-1
Engr. Jayson Ingal Salvador, CE, MP, ME-1
Engr. Jayson Ingal Salvador, CE, MP, ME-1
Подписаться
Hello! This is my YT Channel intended for my students. If you find this channel informative, you may also watch.
Videos were recorded that's why errors still exist.
Happy Learning!
- Engr JIS
Slender Column Problem No.1
16:47
2 года назад
Slender Column Introduction
21:26
2 года назад
Slender Column Problem No.2
7:38
2 года назад
Axially Loaded Column Problem No.3
35:27
2 года назад
Axially Loaded Column Problem No.1
44:14
2 года назад
Axially Loaded Column Problem No.2
10:50
2 года назад
One Way Slab Problem No.2a
29:05
2 года назад
One Way Slab Problem No.2b
6:05
2 года назад
One-Way Slab Problem No.1
17:42
2 года назад
One-Way Slab Introduction
15:33
2 года назад
ACI Moment Coefficient Problem No.1
21:54
2 года назад
ACI Moment Coefficient Introduction
19:55
2 года назад
Torsion Problem No.3
20:08
2 года назад
Torsion Problem No.2
33:45
2 года назад
Torsion Problem No.1
6:35
2 года назад
Shear in Beams USD Problem No.5
27:11
2 года назад
Shear in Beams USD Problem No.4
15:56
2 года назад
Shear in Beams USD Problem No.3
14:57
2 года назад
Shear in Beam USD Problem No.2
27:21
2 года назад
Shear in Beam USD Problem No.1
19:35
2 года назад
Shear in Beams Introduction
39:25
2 года назад
Immediate Deflection USD Problem No.2
28:38
2 года назад
Serviceability Problem No. 1
45:07
2 года назад
Analysis of T-Beams Problem No.5
18:51
2 года назад
Analysis of T-Beams Problem No.7
19:08
2 года назад
Analysis of T-Beams Problem No.6
8:04
2 года назад
Analysis of T-Beams Problem No.4
16:26
2 года назад
Комментарии
@zarzar2360
@zarzar2360 10 дней назад
Thankful saya🙏🙏🙏
@saudal3412
@saudal3412 10 дней назад
Why didn’t you check for shear?
@Smile-et3fe
@Smile-et3fe 18 дней назад
Hindi po ba actual load P ang gagamitin sa pagkuha ng dimension, hindi nominal load P?
@julesverbo7651
@julesverbo7651 18 дней назад
thankyou po
@ianignacio3501
@ianignacio3501 26 дней назад
LERO, JACK O. BSME-5B
@jamessonnyangel
@jamessonnyangel 26 дней назад
LOGRONO, JAMES ERICK C. BSCE 3/A
@Jurbs
@Jurbs 27 дней назад
ARQUILLANO, JASON VINCENT, BSCE - 3A
@stansotto5326
@stansotto5326 27 дней назад
sir bakit dipo kayo nag minus ng half diameter ng main bars sa thickness ng slab?
@janlester9611
@janlester9611 27 дней назад
same question po sir huhu
@aeriankylea.arguelles223
@aeriankylea.arguelles223 9 дней назад
yung 100 mm na d?
@justinfrenzpabilona
@justinfrenzpabilona Месяц назад
Engr. may pdf po ba kayo neto?
@arnoldcalalo4978
@arnoldcalalo4978 Месяц назад
Sir hindi po ba dapat along 3m ung 1m strip? Shorter span po yun diba. Tsaka ung pagkuha poba ng Mu=Wul2/8 always po ganyan formula?
@Real.RenzDeAla
@Real.RenzDeAla Месяц назад
hindi pom for simply supported lang po yan, may iba papong formula for 2 or more span.
@mohammadjannmamowalas2985
@mohammadjannmamowalas2985 Месяц назад
Wul2/8 always ba yan na formula sa mu max?
@Real.RenzDeAla
@Real.RenzDeAla Месяц назад
hindi pom for simply supported lang po yan, may iba papong formula for 2 or more span
@dejesuscassandra6386
@dejesuscassandra6386 Месяц назад
de Jesus, Cassandra C. CEA 01-501P
@cutegirl454
@cutegirl454 Месяц назад
Sir. Clockwise po ang positive SA shear stress SA soil
@cutegirl454
@cutegirl454 Месяц назад
Clockwise po ang positive sa shear stress
@nhelrobertclavel8319
@nhelrobertclavel8319 Месяц назад
hello sir, what if cracked moment of inertia (Icr) po yung hinahanap for T-beam?
@SparkSage26
@SparkSage26 3 месяца назад
Yung p na nakuha ko mas mababa sa pmin, so yung gagamitin kong p is equal to pmin, pero yung value ng d babagohin ko ba po?
@SparkSage26
@SparkSage26 3 месяца назад
Tinuro kasi sa amin pag mas mababa ang value ng p kaysa pmin dapat babaan ang thickness so pag binago ang thickness magbabago din value ng d
@ariestinio2886
@ariestinio2886 3 месяца назад
good eve sir. about clear spacing. what if S=80mm, dt= 10mmdia. Okay parin na spacing ung 80mm?
@jaygarden6381
@jaygarden6381 3 месяца назад
550x750x50 ba sir?
@jaygarden6381
@jaygarden6381 3 месяца назад
2001 manto sir no?
@maryresteliesilvano8393
@maryresteliesilvano8393 3 месяца назад
Thanks
@johnrobiedemotor8470
@johnrobiedemotor8470 4 месяца назад
Thank you for the detailed explanation sir!
@unknownginer3403
@unknownginer3403 4 месяца назад
Hello paano naman po kapag sa A nag reference tapos po yung triangular load ay kabaliktaran po nung binigay nyo po na problem
@joseinoferio7547
@joseinoferio7547 4 месяца назад
Na notice ko lang po ... May mali dun sa deadload deflection...Ie po ata gamit hindi Ig kase Ma nyu po due to dead load = 62.5kn.m is greater Mcr = 59.05 kn.m so may crack na po... 34:25
@developer2771
@developer2771 5 месяцев назад
paano po malaman ko 1st ,2nd ,3rd degree po?
@Stilllovingyou307
@Stilllovingyou307 5 месяцев назад
Paano po malalaman po latitude at longitude based sa bearing at distance ? Thanks po
@someonespadre
@someonespadre 5 месяцев назад
Latitude refers to the north or south cardinal distance between 2 points and departure (not longitude) refers to the east-west cardinal distance between the same 2 points. Cosine bearing angle times distance equals latitude, N is positive, S is negative. Sine bearing angle times distance equals departure, E is positive, W is negative.
@Stilllovingyou307
@Stilllovingyou307 5 месяцев назад
paano po malalaman po latitude at longitude based sa bearing at distance ? Thanks po
@roseion84
@roseion84 4 месяца назад
Latitude= distanceCOSINE(bearing) Ex. 145.16cos(57°39')= 77.674 Departure = distanceSIN(bearing) Ex. 145.16sin(57°39°) = -122.630 Positive ang latitude kapag north ang bearing at negative Naman kapag south Kaya (+)77.674 Positive ang departure kapag east ang bearing at negative Naman Kung west ang bearing Kaya naging -122.630
@Lazyy-ny2ey
@Lazyy-ny2ey 5 месяцев назад
Question po, ang turo po kasi sa amin sa plastic moment, even if yung moment na given ay nasa y axis (MDLy pati MLLy), ang formula pa din ng plastic moment is Mp = FyZx. Mali po ba yun or kailangan talaga Zy sya.
@MagneticonMagneticon
@MagneticonMagneticon 5 месяцев назад
Thank you
@TrishaFaustino
@TrishaFaustino 5 месяцев назад
hi sir, question lang po, yung one meter strip, shouldnt it be parallel along the short direction? Thank you.
@Alexxisdx
@Alexxisdx Месяц назад
Tama
@mewsicman9541
@mewsicman9541 5 месяцев назад
Asan po yung introduction neto??
@esg9816
@esg9816 5 месяцев назад
sir pano kung 2 way slabs yung nasa both sides? applicable pa din ba yung coefficients?
@tagsipmarkinh.8938
@tagsipmarkinh.8938 6 месяцев назад
paano naging 36.98 KN yung M2min? Naka KN si 2463.2 tapos dinivide pa ng 1000? tas KN pa rin ang unit?
@aishi_1437
@aishi_1437 5 месяцев назад
I tried using 450 mm tapos nag divide 1000 ako, 70.2012 KN ang lumabas sa calcu.
@dexterquitoras7073
@dexterquitoras7073 6 месяцев назад
Sir hindi po ba mag check ng section limits muna after i compare Tu sa 0.75Tth? sqrt((Vu/bd)²+(TuPh/1.7Aoh²)²) ≤ 0.75(Vc/bd +.66√f'c
@JamesCarlAlariao
@JamesCarlAlariao 5 месяцев назад
Not adequate no?
@halfbloodhazel
@halfbloodhazel 6 месяцев назад
hello sir, yung reduction factor po ba sa pagkuha ng Tcr binase niyo po sa Tu > (Ø)Tcr comparison?
@tuliaojohnyjr.g.8712
@tuliaojohnyjr.g.8712 6 месяцев назад
Sir what if magkakaiba yunggg sukat ng beam pero pasok parin Siya sa 20% same scenario,3 spans
@MELTV-gw7ie
@MELTV-gw7ie 6 месяцев назад
Hello po upon calculating the the Mumax=Mucapacity hindi po tugma ang computation sa calculator from your calculation niyo po. How did you do it po to solve the raw by shift solve. Sana po ma notice. Thank you
@earlnato
@earlnato 6 месяцев назад
Hi. May I ask why you didn't use 340 for solving the no. of bars?
@karlv7589
@karlv7589 6 месяцев назад
The dimension of the column itself is 340mm, which is not used to determine the number of rebars. The equation for determining the number of rebars is Ast/(π/4)(dia. of main)^2, where the diameter of the main rebar is specified according to the NSCP (National Structural Code of the Philippines).
@marcfrancispetate7889
@marcfrancispetate7889 6 месяцев назад
what if hindi po Pdl at Pll given, pano po kunin Pu? like if ang given ay roller at fixed support po?
@heart3696
@heart3696 6 месяцев назад
Engr, paano po makukuha si k design?
@jikkonepal4619
@jikkonepal4619 6 месяцев назад
salamat sa teachings po. tanong ko lang bakit po ang iba 1.64 gamit nila sa ASD na yielding?
@BRICE_EC
@BRICE_EC 7 месяцев назад
Very informative, saan po mahahanap yung value ng k?
@esg9816
@esg9816 7 месяцев назад
pano po kapag nag design sir, pwede po ba gawin identical na lang lahat ng 1 way slab?
@davebalmedilla209
@davebalmedilla209 7 месяцев назад
Salamat po Engr. sa pagturo ng lesson na ito, laki tulong po ito.
@angelsburger.12
@angelsburger.12 7 месяцев назад
hindi po ba dapat clear span lang po ang gamitin if shear? and not the average of the adjacent clear span?
@harukana-yeel7057
@harukana-yeel7057 7 месяцев назад
Ano ba yung hinahanap dyan?
@harukana-yeel7057
@harukana-yeel7057 7 месяцев назад
Sana ilagay mo sa description yung problems
@architect_em
@architect_em 7 месяцев назад
hindi po yun -9525.162 🥹 doon sa (-122.630)x77.674 or baka ako lang po di makakuha 🥹🥹🥹🥹
@mikhsnmatch
@mikhsnmatch 7 месяцев назад
ask ko lang po, how did you came up po sa formula ng rule of thumb? may reference book po ba kayong pinagbasehan? or what is the theory behind this formula for it to be reliable po? i know both formulas naman po ay nagka-come up sa same answer, the only difference is from its origin and reliability. tia.
@jolotuastomban4466
@jolotuastomban4466 7 месяцев назад
HELLO may I-SHAPE po kayo na video?
@mariasophiaenguito3899
@mariasophiaenguito3899 8 месяцев назад