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2:47 Polar angles po ang tawag sa angles from positive x axis. tama po ba ako engr?

Thank you po! What book do you use po?

Thanks

Thank you Engr., Easier way yet long process but still understandable naman..

shout-out romel, jaypee at edel

5-17 For the Wall detail shown below: a. Determine the lap splice length. b. Determine the development length in com- pression and tension for the hooked bars, is the footing depth adequate? c. Determine if the footing width "W" is ade- quate for the development of the footing bars in tension. 2" clr. As (req'd): Footing: 1.0 in./ft? Wall: 0.47 in./ft? #5@8" (vert.& dowels) Lap splice #9@14" W =5'-6" 22 cir. 1-3 --Hook dev. length PROBLEM 5-17

plz whats refernce for this problem can you help me ssume an 8" one-way slab continuous over 4 total supports. The Clear span between supports is ln = 16'-0". Use f. = 3000 psi and fy = 60,000 psi. Assume d = 6" to the main reinforcing a.Determine the moment and shear values using the ACI coefficients. Draw each diagram assuming a knife-edge support (i.e., ignore the width of the supporting beams). b.Determine the required flexural reinforcing (bar size and spacing) in the slab at the first interior support

Is this the case 1?

Is it case1?

salamat po engrrr..

Arquillano, Jason Vincent CE-3A

Explain in English how you calculated yield point

sir bat po walang 1/24 sa left most side ng interior face sa exterior support?

ACE BRYANT MIGUEL P. ORTEGA, BSCE-3A

Thankful saya🙏🙏🙏

Why didn’t you check for shear?

Hindi po ba actual load P ang gagamitin sa pagkuha ng dimension, hindi nominal load P?

thankyou po

LERO, JACK O. BSME-5B

LOGRONO, JAMES ERICK C. BSCE 3/A

ARQUILLANO, JASON VINCENT, BSCE - 3A

sir bakit dipo kayo nag minus ng half diameter ng main bars sa thickness ng slab?

Engr. may pdf po ba kayo neto?

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?

Wul2/8 always ba yan na formula sa mu max?

de Jesus, Cassandra C. CEA 01-501P

Sir. Clockwise po ang positive SA shear stress SA soil

Clockwise po ang positive sa shear stress

hello sir, what if cracked moment of inertia (Icr) po yung hinahanap for T-beam?

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?

good eve sir. about clear spacing. what if S=80mm, dt= 10mmdia. Okay parin na spacing ung 80mm?

550x750x50 ba sir?

2001 manto sir no?

Thanks

Thank you for the detailed explanation sir!

Hello paano naman po kapag sa A nag reference tapos po yung triangular load ay kabaliktaran po nung binigay nyo po na problem

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

paano po malaman ko 1st ,2nd ,3rd degree po?

Paano po malalaman po latitude at longitude based sa bearing at distance ? Thanks po

paano po malalaman po latitude at longitude based sa bearing at distance ? Thanks po

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.

Thank you

hi sir, question lang po, yung one meter strip, shouldnt it be parallel along the short direction? Thank you.

Asan po yung introduction neto??

sir pano kung 2 way slabs yung nasa both sides? applicable pa din ba yung coefficients?

paano naging 36.98 KN yung M2min? Naka KN si 2463.2 tapos dinivide pa ng 1000? tas KN pa rin ang unit?

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

hello sir, yung reduction factor po ba sa pagkuha ng Tcr binase niyo po sa Tu > (Ø)Tcr comparison?

Sir what if magkakaiba yunggg sukat ng beam pero pasok parin Siya sa 20% same scenario,3 spans

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