PORTAL METHOD with Axial force (Three storey building)

[@SouvikCivil]

I express my humble gratitude to you sir ! I am also an undergrad student of CE from JADAVPUR UNIVERSITY... Your tutorials helped us a lot in our semester exam. Thank youuuu!! SIR

[@EngrMmBrutas]

Always welcome

[@benjieherreras9195]

Shish

[@annengchannel7788]

thank you so much po! ang galing niyo po magturo napapadali niyo po Engr ang lesson. More vids pa po. Godbless!

[@JohnStevenManago]

Civil Engr Tech here from TUP Quezon, thank you so much po Engr. Mm Brutas, big help po sakin itong tutorial nyo.

[@EngrMmBrutas]

Salamat din

[@franzanthonyculagbang1592]

Engr thank you so much . Mas na intindihan ko pa lalo . 😊

[@artcancer]

Galing nyo po ma'am mag explain. more blessing.

[@jonelacosta4248]

Ambait nyo po mam magturo, madaling maintindihan

[@christineescomes5300]

easy to understand, thank you engineer!

[@engrmariado]

Hi ma'am! bale sa 21:05 po, hindi po ba dapat downward po yung direction ng 4kN at 12kN? Tapos po upward direction naman ang Fgk and Fko?

[@joshuadeocampo5465]

Very helpful thankyou Engr.

[@johnkevintorrazo2611]

Malinaw po. Pero nalimutan po ata ilagay value ng Fcf hehe. Pero nakuha ko na din kase malinaw po lecture niyo. Thank you.

[@EngrMmBrutas]

Thank you. Kakamadali ko yata kaya nakalimutan. Salamat po sa feedback. 😊

[@jeantalon3674]

Maam sa mga axial loads kau lang po ba nag assume ng direction nya?

[@kenandrewavelino1538]

Ma'am bkt pag two storey pinag aadd ung force pero dto sa example nio sa 3 storey hnd na? Naging separated na po ba sya pag 3 storey? Dun po sa pagkuha ng column shear po ito

[@belcenaemilyfaithd.2628]

How can you determine po the reactions in the support? Using the portal method

[@genielilao381]

Ma'am, possible ba amg cantilever method sa ganitong klaseng frame? Unsyemmetrical po?

[@leslyrosalina3224]

Hi ma'am, thank you for your videos. Been watching your videos. Question lang po diha po yung girder shear ay moment/0.5L of girder?

[@EngrMmBrutas]

Hello po. Kapag girder shear po. Yung girder moment x2 then divide mo sa distance or span. Kung nalilito naman sa ×2, pde naman gawin na iadd mo ung dalawang moment ng girder then divide mo sa span niya

[@maxine3433]

Ma'am, kapag po sa right portion, upward pa rin po yung assumed direction nung girder shear? Salamat po.

[@EngrMmBrutas]

Hello po, direction po ba sa girder shear axial?

[@SumaL-mg2qv]

Engr. pano po pag hinged/roller ang support, hinde fixed. may shear padin po ba?

[@EngrMmBrutas]

May value pa din ang shear pero ang moment ay zero kapag hinge/roller.

[@SumaL-mg2qv]

@@EngrMmBrutas thank you engr.

[@AUBREYMANTAC]

Hello po. May i ask if you have video po about portal/approximate method to vertical loads? Thanks po

[@EngrMmBrutas]

Kapag axial loads na po, cantilever method na po ang gamit namin. Then kapag nakuha mo na yung girder shear and moment. Parang portal method na din ang approach nung column.

[@genielilao381]

Mam bakit wala ka na po videos? More pa po sana. Ask ko lang din pano po if like actual buildings na na may internal load, possible pa din po ba yung cantilever at portal methods to compute for actual design?

[@EngrMmBrutas]

Hello po. Yes po pde gamitin as long as non critical structure kasi itong portal and cantilever method po ay approximate method

[@angelolops8017]

paano kukunin ang steel reinforcement sa beam na 3m gamit ang 10 kn uppermost level ??

[@zpotv3486]

Thankyou so much Engr.😊

[@cyrilmethod8909]

So helpful ma'am. . can you upload the video shows how to construct it's shear force,bending moment and normal force diagrams pleaseeeee...

[@EngrMmBrutas]

kzbin.info/www/bejne/qpq9YnV8lreIjcU Yan po may Shear & Moment diagram ng portal method po. thank you

[@cyrilmethod8909]

@@EngrMmBrutas thanks

[@inva8261]

Maam, pano po kung yung frame ko is parang H SHAPE

[@zandraabella7323]

naguguluhan po ako sa sign conventionnyo mam, sa first part (getting Fad) upward positive po yung girder shear nyo (10/3). sa last part (yung may napalabas na 8.33), downward negative na po. hindi ko po gets bakit nag iiba sign convention po

[@EngrMmBrutas]

May sample po ako na video paano ang sign conventions. Salamat po

[@charloandresan8717]

Hi po engr! Pano po mag take ng centroid using cantilever method, same structure po. Salamaaaat

[@EngrMmBrutas]

Hello po, ito yung video ko para sa cantilever method po kzbin.info/www/bejne/pnjciKSwob1qhLc

[@jullianpaulcalapini5390]

may fb page ka po maam?

[@EngrMmBrutas]

Wala pa po eh, pero plano palang po gumawa soon

[@mckoyskie2937]

ano po horizontal support reaction sa mga fixed?

[@EngrMmBrutas]

Horizontal shear po ba tinutukoy niyo?

[@mckoyskie2937]

Yung support reaction po hihi

[@ahmadelshukri5023]

Thank you 😊

[@Sofia-ui9yg]

Hello, ma'am? Do you factor method video? Thank you po!

[@EngrMmBrutas]

Hi sofia, sa ngayon wala pa akong bagong upload ng K factor. Cantilever, portal method and TME ung meron ako. Ang isusunod ko po kasi na iuupload ay SDE, MDM and MDM with sidesway. Pero alam ko sa ibang channel may K-factor method po. Thank you po. 😊

[@Sofia-ui9yg]

@@EngrMmBrutas thank you, ma'am more power!♥️☹

[@anjobellefroilan3243]

Axial force column and girder po ba yan maam?

[@anjobellefroilan3243]

Paano po makuha yung axial force ng girder? Thanks po

[@kharimjharilmohamad2018]

@@anjobellefroilan3243 1st kunin mo muna ang shear ng column (nasa 0:30 ng video ). then minus mo ang shear ng column sa force applied ( 10 KN - 2.5 KN)= 7.5 yan na yung axial ng girder ng AB, then ganun din gawin mo sa next girder this time yung inner column ang gamitin mo "reminder inner column ay may 2V" so (7.5 KN - 5 KN) = 2.5 KN yan namn yung axial ng girder BC. to double check try mo nimus ang axial load ng last girder sa shear ng last column daman mag equal to 0 dahil dapat sa equilibrium condition tayo. correct me if im wrong. sana maka tulong.

[@angelolops8017]

engr thanks pwede mag tanong ?

[@Spade1015]

wala po bang cantilever method

[@EngrMmBrutas]

Meron po. Pacheck nlang po sa mga videos ko. Thank you for watching!

[@ezpeezee5368]

sayang walang solution, di kasi pwede shortcut shortcut sa school

[@ngsbsad5502]

Maam ano po yung reference niyo

[@peraltacrisantocarloszoilo7356]

Hello

[@ezpeezee5368]

Ano po tong factor method? Paano ma distribute yung shear load?

[@EngrMmBrutas]

Portal method po ito.

[@ezpeezee5368]

@@EngrMmBrutas mayron po kayo ma'am canteliver method?

[@jonhrooseveltgarcia6371]

❤

[@earlkennethgeroche8140]

ty po