SIR, WHAT IF PINATUNGAN MO NG ANGLE BAR ANG COLUMN? PANO I-DESIGN YUN SIR?

Good day sir.paano po magdesign ng column na naka inclined using rcdc?thanks

Salamat po!

Paano po yung no node exist at specific floor level huhu

good day po, anyone knows here kung paano i fix ang error kapag " ** ERROR: NO REFERENCE LOAD CASE OF TYPE MASS/GRAVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING. " Thank you po, ito talaga kadalasan kong problem, pero nasunod ko naman lahat ng nasa video tutorial na ito :(

Bakit po sa pagbuo ng floor diaphragm ay nag-eerror sa akin? No nodes exist at specified floor level

Hello sir. Thank you po sa tutorial niyo po . Sobrang laking tulong po. Ask ko lang of if pwede po ba mahingi yung excel file?

Good day sir. Nag fail po yung channel as purlin, and nakalagay is "slenderness". Ano po ibigsabihin and paano po mafix? Thank you.

so kailangan po mag design ng plate for slab para ma transfer sa ram concept?

Good pm sie. What if gagamitin kung web ng trusses is reinforcing bar san po na table makikita yung section material ng steel na reinforcing bar

Sir, yung 1.8m na depth. Kasama po na yung thickness ng footig doon??

Sir please can you send pdf

sir yong seminar mo na yan meron bang offer ka ngayon thru online yang mismong sample na yan si video na ito

ANO PO IBIG SABIHIN OR GAGAWIN IF NAG APPERAR INSTABILITY AT JOINT

Panu po mag kaiba yung seismic mass tas total dead load? Anu po ang reason nito at panu po e2 e correct? Salamat po sa sagot.

Sir pwde maka hinge nang link na app gamit mo dito

Very helpful

Bagsak po palaginsa torsion ang beams ko, pano po yun

sir paano ma resolve and ganito sa staad Mass Irregularity Check Ref: Fig. C12.3-2 T2- Ratio Limit: 1.50 ---------------------------------------  Dia. Level Mass Above Below Ratio Ratio Status ( m) ( kN) ( kN) ( kN) Above Below --------------------------------------------------------------------- 1 1.500 263.625 1180.811 Base 0.223 N/A OK 2 4.700 1180.811 Top 263.625 N/A 4.479 FAIL

Hello po sino po may copy nung excel files? Baka po pwede makahingi ng copy, for study and reference purposes lang po. Maraming salamat po in advance! :)

I want to insert steel angles and tubes in 30x20cm tube and calculate bending moment can you please tell me how can I do ?

Hi boss. Tuloy tuloy panunuod ko sayo mula kahapon pero san na po kaya pwede.madownload ang excel files ninyo kasi natake down na po yung nasa link. Sana nagoopen ka pa nitong account mo boss. Salamat po nice tutorial napakalinaw kaso pagdating sa part 5 parang pagod na po kayo😂 di na masyado dndetalye ang purpose ng commands pero first and second part maganda po napakalinaw.

Hi bro pwede kaya kami makahingi ng spreadsheet mo sa excel. salamat

Do you have any reference to calculate warping constant for built-up section? The warping constant generated by STAAD section wizard is just based on the converted general section and not on the actual shape of the built-up section.

Hello po Engr. How about arch walkway po sana ma notice

Sir sana may complete tutorial itong structure na ito...

Sir may tutorial po na nito from modeling to dynamic analysis?mageenroll po sana ako.hehe

shear wall po ba yan sir?

Great

sir deleted po yung files sa link sa caption.

Saan po ma-dadownload ang files? salamat, hindi na po makikita sa mga links

may warning po yung pag run ko ng analysis paano po ma diagnose ?

Sir balak ko sana papasukin ang anak ko mag aral ng staad ano po ma refer nyo na computer center na nag ooffer tnx

San po pede i download yung file?

San po makikita yung footing factors?

good lesson

English please......

why the s section is not designed we know how to design the standard data base section ........after such a long process u dont have answer y the s section is not showing ratio....whats is wrong pls tell.

Good day po sir. Baka po pwede makahingi po ng Load Combinations NSCP 2015 po with wind loads po. Engineering student po ako, baka po pwede makahingi po ng files na e input nalang po STAAD..badly needed po kasi sa CE PROJECT namin served as THESIS po kasi. Maraming Salamat po in Advance.

Ang Weight po ba sa Steel Take off is kN per meter ng section or weight na nang buong model?

Good day! Dapat din po ba iinclude sa purlin model yung typical na mga overhang or outside offset from truss or rafters?

Ano pong difference ng "RCDC FE" at "STAAD Foundation Advanced" ?

Thankyou!!!

Sir andun parin yung warning kahit na perform analysis and change na, sa editor, yung EX na Change command lang yung nag i-error yung EY okay lang. Can i still proceed po?

Thank you so much for the tutorial. malaking tulong po sa aming aspirinf Structural Engineers.

Bat wala po akong NSCP 2015 sa staad huhuhhu

sir baka nag hahanap ka ng draftsman..☺️

Hi sir do you still consider the partition load of the wall if its carried directly in slab at hindi po sa beam mismo . If yes pano po siya gawin?

Very nice tutorial po.Engr. JP pwede po na makahingi ng Excell nyu po naginamit sa Video po. Salamat po. God Bless.

Great Video Sir! Can I have a copy of the excel file po? TIA