- Видео 227
- Просмотров 1 548 188
JABEE TV
Филиппины
Добавлен 18 июл 2016
1️⃣4️⃣ 𝟮 - 𝗪𝗵𝗲𝗲𝗹 𝗠𝗼𝘃𝗶𝗻𝗴 𝗟𝗼𝗮𝗱𝘀 | 𝗦𝘁𝗮𝘁𝗶𝗰𝘀 | PSAD | CE Board Exam Review
#PSAD #Sadt #CEBoardExamReview
What's up mga bees! 🐝 Try playing at 1.5x of 2x speed para happy
SITUATION: A truck with axle loads of W1= 19.6 and W2= 78.6 Kn on a wheel base of d=4.3m rolls across the beam shown in the figure. Determine the following:
1. The maximum positive moment that can be developed in the beam.
2. The maximum negative moment that can be developed in the beam.
3. The maximum negative shear that can be developed in the beam.
What's up mga bees! 🐝 Try playing at 1.5x of 2x speed para happy
SITUATION: A truck with axle loads of W1= 19.6 and W2= 78.6 Kn on a wheel base of d=4.3m rolls across the beam shown in the figure. Determine the following:
1. The maximum positive moment that can be developed in the beam.
2. The maximum negative moment that can be developed in the beam.
3. The maximum negative shear that can be developed in the beam.
Просмотров: 346
Видео
1️⃣3️⃣ 𝗧𝗿𝘂𝘀𝘀 𝘄𝗶𝘁𝗵 𝗖𝗮𝗯𝗹𝗲 𝟮 | 𝗦𝘁𝗮𝘁𝗶𝗰𝘀 | PSAD | CE Board Exam Review
Просмотров 6073 месяца назад
#PSAD #Sadt #CEBoardExamReview What's up mga bees! 🐝 Try playing at 1.5x of 2x speed para happy SITUATION: For the plane truss shown below, the diagonal members CF, BG, DG & CH are cables. 1. What is the force in member BF? 2. What is the force in member DG? 3. What is the force in member DH?
1️⃣2️⃣ 𝗧𝗿𝘂𝘀𝘀 𝘄𝗶𝘁𝗵 𝗖𝗮𝗯𝗹𝗲 | 𝗦𝘁𝗮𝘁𝗶𝗰𝘀 | PSAD | CE Board Exam Review
Просмотров 6123 месяца назад
#PSAD #Sadt #CEBoardExamReview What's up mga bees! 🐝 Try playing at 1.5x of 2x speed para happy SITUATION: For the plane truss shown below, the diagonal members CF, BG, DG & CH are cables. 1. What is the force in member AF? 2. What is the force in member DG? 3. What is the force in member GH?
1️⃣1️⃣ 𝗖𝗼𝗺𝗽𝗿𝗲𝘀𝘀𝗶𝗼𝗻 𝗠𝗲𝗺𝗯𝗲𝗿𝘀 | 𝗦𝘁𝗲𝗲𝗹 𝗗𝗲𝘀𝗶𝗴𝗻 | PSAD | CE Board Exam Review
Просмотров 2943 месяца назад
#PSAD #Sadt #CEBoardExamReview What's up mga bees! 🐝 Try playing at 1.5x of 2x speed para happy SITUATION: A steel column in fixed at the bottom and hinged at the top. There is no sidesway. Given below are the column properties. A= 9290mm2 Ix= 113.21 x 106 Iy= 38.88 x 106 d= 250mm E= 200GPa Column Height = 8m 1. Determine the axial load (kN) that will cause initial buckling. 2. Determine the bu...
1️⃣0️⃣ 𝗗𝗮𝗺 𝗔𝗻𝗮𝗹𝘆𝘀𝗶𝘀 | 𝗦𝘁𝗮𝘁𝗶𝗰𝘀 | PSAD | CE Board Exam Review
Просмотров 4463 месяца назад
#PSAD #Sadt #CEBoardExamReview What's up mga bees! 🐝 Try playing at 1.5x of 2x speed para happy SITUATION: The forces acting per meter length of the dam is shown in the given figure below, 1. Given that the coefficient of friction at the base of the dam is 0.3. Solve for the factor of safety against Sliding. 2. Given that the coefficient of friction at the base of the dam is 0.3. Solve for the ...
9️⃣𝗖𝗮𝗻𝘁𝗶𝗹𝗲𝘃𝗲𝗿 𝗿𝗲𝘀𝘁𝗶𝗻𝗴 𝗼𝗻 𝗦𝗶𝗺𝗽𝗹𝘆 𝗦𝘂𝗽𝗽𝗼𝗿𝘁𝗲𝗱 𝗕𝗲𝗮𝗺 | 𝗧𝗵𝗲𝗼𝗿𝘆 𝗼𝗳 𝗦𝘁𝗿𝘂𝗰. | PSAD | CE Board Exam Review
Просмотров 4983 месяца назад
#PSAD #Sadt #CEBoardExamReview What's up mga bees! 🐝 Try playing at 1.5x of 2x speed para happy SITUATION: A cantilever beam BD rest on a simple beam AC as shown in the figure. Both beam are of the same material and are 75mm x 200mm in dimension. If they jointly carried a load P=6 kN. 1. Determine the load carried by beam AC. 2. Determine the maximum moment of beam AC. 3. Determine the maximum ...
8️⃣ 𝗣𝗿𝗲𝘀𝘁𝗿𝗲𝘀𝘀𝗲𝗱 𝗖𝗼𝗻𝗰𝗿𝗲𝘁𝗲 | 𝗥𝗖𝗗 | PSAD | CE Board Exam Review
Просмотров 4503 месяца назад
#PSAD #Sadt #CEBoardExamReview What's up mga bees! 🐝 Try playing at 1.5x of 2x speed para happy SITUATION: Given the following data of a prestressed rectangular beam: • Dimension, b x h = 250mm x 500mm • Simple Span, L=6m • Bending Stresses due to external loads: Tension = 4.75MPa Compression = 4.75MPa Stresses due to initial prestress: • Tension = 1.26MPa • Compression = 7.44MPa • Unit Weight ...
7️⃣ 𝗡𝗼𝗻-𝗖𝗼𝗻𝗰𝘂𝗿𝗿𝗲𝗻𝘁 𝗙𝗼𝗿𝗰𝗲 𝗦𝘆𝘀𝘁𝗲𝗺 𝗶𝗻 𝟯𝗗 𝗦𝗽𝗮𝗰𝗲 | 𝗦𝘁𝗮𝘁𝗶𝗰𝘀 | PSAD | CE Board Exam Review
Просмотров 3034 месяца назад
#PSAD #Sadt #CEBoardExamReview What's up mga bees! 🐝 Try playing at 1.5x of 2x speed para happy SITUATION: Pole AB is 12m long and its weight W=35 kN. It is being lifted using cables BC and BD. When the pole is tilted at an angle of 60 degrees from the x-axis, the resultant force acts at point A. 1. Find the tensile force (kN) in cable BC. 2. Find the tensile force (kN) in cable BD. 3. What is ...
6️⃣ 𝗛𝗼𝗹𝗹𝗼𝘄 𝗣𝗼𝗹𝗲 - 𝗖𝗼𝗺𝗯𝗶𝗻𝗲𝗱 𝗦𝘁𝗿𝗲𝘀𝘀𝗲𝘀 | Strema | PSAD | CE Board Exam Review
Просмотров 3434 месяца назад
#PSAD #Sadt #CEBoardExamReview What's up mga bees! 🐝 Try playing at 1.5x of 2x speed para happy SITUATION: A standard steel pipe is used as a pole. It is fixed on the ground and is subjected to the lateral force as shown below. Outside Diameter = 324mm Inside Diameter = 304mm Weight of Pipe= 0.28kN/m 1. What is the maximum shear force? 2. What is the resulting moment at the base of the pole? 3....
5️⃣ 𝗣𝗿𝗼𝗯𝗹𝗲𝗺 𝗡𝗼. 1 | Statics | PSAD | CE Board Exam Review
Просмотров 4894 месяца назад
#PSAD #Sadt #CEBoardExamReview What's up mga bees! 🐝 Try playing at 1.5x of 2x speed para happy SITUATION: The rigid bars AC and BC are used to lift the load W as shown in the figure. 1. As the load W is lifted, which of the following gives the force in bar AC relative to the force in bar BC. 2. How much is the load W relative to the force in bar BC? 3. Compute the value of W to cause an uplift...
4️⃣ 𝗧𝗿𝗶𝗽𝗼𝗱 | 𝗣𝗿𝗼𝗯𝗹𝗲𝗺 𝗡𝗼. 2 | Statics & Steel Design | PSAD | CE Board Exam Review
Просмотров 7074 месяца назад
#PSAD #Sadt #CEBoardExamReview What's up mga bees! 🐝 Try playing at 1.5x of 2x speed para happy SITUATION: The following Tripod is given below. Each leg has the following Member Properties. Area= 690mm2 Radius of Gyration= 15.5mm Fy= 248 Mpa 1. What is the allowable compressive stress of Member AC? 2. Compute the maximum vertical load W that can be supported at A. 3. If the load A is horizontal...
3️⃣ 𝗧𝗿𝗶𝗽𝗼𝗱 | 𝗣𝗿𝗼𝗯𝗹𝗲𝗺 𝗡𝗼. 𝟭 | Statics | PSAD | CE Board Exam Review
Просмотров 6534 месяца назад
#PSAD #Sadt #CEBoardExamReview What's up mga bees! 🐝 Try playing at 1.5x of 2x speed para happy SITUATION: The given flagpole below is braced by three cables. The resultant of the Tensile forces T1, T2, T3 is 570kN and acts along the vertical axis of the flagpole. 1. Solve T1 2. Solve T2 3. Solve T3
2️⃣ 𝗦𝗹𝗶𝗱𝗶𝗻𝗴 & 𝗧𝗶𝗽𝗽𝗶𝗻𝗴 | 𝙋𝙧𝙤𝙗𝙡𝙚𝙢 𝙉𝙤. 2 | Statics | PSAD | CE Board Exam Review
Просмотров 2234 месяца назад
#PSAD #Sadt #CEBoardExamReview What's up mga bees! 🐝 SITUATION: The cylindrical container shown is filled with water to a depth of 2.4m. The container alone weighs 3.2kN. Assume that coefficient of friction between the cylinder and surface to be 0.20. 1. What is the maximum value of force F that can be applied which would still prevent the cylinder from translation. 2. What is the maximum value...
1️⃣ 𝗦𝗹𝗶𝗱𝗶𝗻𝗴 & 𝗧𝗶𝗽𝗽𝗶𝗻𝗴 | 𝙋𝙧𝙤𝙗𝙡𝙚𝙢 𝙉𝙤. 1 | Statics | PSAD | CE Board Exam Review
Просмотров 2474 месяца назад
#PSAD #Sadt #CEBoardExamReview What's up mga bees! 🐝 SITUATION: A force P is applied to move a crate weighing 30kg. 1. Solve for the Maximum force P which can be applied to maintain equilibrium given that that angle theta is 30degrees. 2. Solve for the maximum force P which will cause tipping to occur given that theta is Zero. 3. Locate the resultant normal force in meters from the center of gr...
3.1 Stability of Floating Bodies | HGE | CE Board Exam Review
Просмотров 776Год назад
3.1 Stability of Floating Bodies | HGE | CE Board Exam Review
3.0 Buoyancy | HGE | CE Board Exam Review
Просмотров 2 тыс.Год назад
3.0 Buoyancy | HGE | CE Board Exam Review
2.1 Dam Stability | HGE | CE Board Exam Review
Просмотров 389Год назад
2.1 Dam Stability | HGE | CE Board Exam Review
2.0 Hydrostatic Forces | HGE | CE Board Exam Review
Просмотров 2,4 тыс.Год назад
2.0 Hydrostatic Forces | HGE | CE Board Exam Review
1.0 Fluid Properties | HGE | CE Board Exam Review
Просмотров 1,1 тыс.Год назад
1.0 Fluid Properties | HGE | CE Board Exam Review
hi sir! ask ko lang po paano naging 2 degrees yung sa shear diagram, parang di po naexplain masyado hehe
@@angelamagtibay8550 hindi siya angle master hhehe degree in this context refers sa pinakamataas na exponent sa equation ng isang linya. Kunwari 3x + 4 = y (1 ang highest exponent kaya Degree is "1") if 3x^2 + 5x = 7 (2 naman dito) Ngayon kasi if alam mo yung yung insura ng linya madaling malaman yung degree 0 - Perfectly horiozntal or Flat 1 - Linear Straight inclined 2+ - Quadractic ( meaning kurbada) - ngayon naging 2 siya kasi ito ang rules mag +1 ka sa degree from (Load to Shear Diagram) mag +1 ka sa degree from ( Shear to mom diag) since 1 na degree sa load kasi linear siya, +1 ka since nilipat mo sa shear kaya naging 2 na. waw ang galinh ang haba nuh ahhahaha
may tanong po ako sir, hindi na ba kailangan hanapin ang support forces at forces sa joint b?
hello po, bale hindi po talaga magagamit yung given na 14 mm thick gusset plate?
di po sya magagamit kasi mas makapal ang gusset plate sa angle bar (unang masisira ang angle bar). so ang angle bar lang ang finofocus
What if baliktad po engr. Ung leg capacity ag given at maximum load hinahanap
Ang tagal naman ng twentibentipor mo hahaha
@@kherycelbatoon ayieeee hahahaha wala na
sir bakit po ganong method and ginamit.. fa at fc agad... hindi po ba pwedeng kunin reactions ng supports tsaka kunin resultant nila?
7 ang answer sa book
Sorry po hah pero I think merong maling process sa example 6😢
Hello sir ,can you tell me which book you chose this question from?
SALAMAT PO SIR!
shouts
lumabas na naman po ito sa CELE nov 2024.
@@btcryptoooo same same ba ahhaha
@@JABEETV oo sir haha nice ka. :)
Hello po engr. Where po maka download ng reviewer na may answer key, sa mechanics?
Neer sa power rule, dba dapat 600x³/3 bakit ginawa mo pong 600x³/2(3)
Sobrang naintindihan ko po. Thank you so much😊 for
Neer,ano mga COORDINATES ng B,C,D?
More pa po master
Heloo po kuya jabee pa help naman po akoo topic about Wave Equation & Simple Harmonic Motion
good morning hindi po ba 1.008-x-1.296= -14.5 x= 14.212MPa kasi compression po sa taas tama po ba ?
same lang naman po, inasume niyo na kasi sa negative. bale sa inyo ganto 1.008 - (+14.212) - 1.296 = -14.5 sa akin 1.008 + (-14.212) + (-1.296) = -14.5 so either way okay lang din naman. ang mahalaga sure tayo na compression si X😉
paano po malalaman kung upward or downward ang net force
@@ez5751 summation forces vetical lng po or titig method lang. Kunwari may 3kN na pababa tas may may 1kN na pataas meanibg yung net force is 2kN downward.
anong reference book po yan sir?
so clever po ng technique niyo sir 😍🤩 thank you for sharing your knowledge po sir 💯
Very insightful
Salamat po
Sir, di po ba positive ung 0.094?
negative bee😉 -5.952+4.75+1.296+x=0 x=-0.094
Sana yung moment ang ma zero, hindi yung score natin. Salamat po sir!
Thank you so much po! Sobrang useful po talaga. God bless po.
Thank you po sir and more power!
🙌🏻🐝
Bees! 👏☺️
Sir kung gagamitin Yan para sa transverse shearing stress, Ano Po Ang Paraan sa pagkuha Ng V or ang shear sa beam? Salamat po
gamit ka lang shear diagram. kung max horizontal stress pinapahanap gamitin mo max shear sa diagram. Kunwari sa prpblem na yan I think 70. tas VQ/Ib ka nalanh
NC explanation po for specific 2024 psad prob
Sana oil lodi
lupettt master
Hindi bat ang resultant angle ay dapat from x axis
Angle of reference?
my master! 🙌🏻
Ang haba-haba pa solutions ko jan, kainis hahaha bees talaga!
Done na po☺️
2 months na pala. Thank you Jabee 🫀
ano po gamit nyo na free app for solving sa mga beam or trusses?
Bossing, kamusta ang buhay buhay ?
Eyyy Engr! nya ngayyy
The bees talaga!
HAHAHAHA magrebyu ka na!
yesss lezgoo
thank you ssiiiirrr
JUSKO PO WALA AKONG NAINTINDIHAN MINADALI MASYADO
thanks
Thank you so much po!!!
RCD and Steel design naman po pls, sobrang laking tulong po ng mga tutorial niyo po :>
Thank you 😊
meron pa po bang ibang example nito ?
Thank you so much naintindihan ko na .salamat Galing nyo po magturo