04 Earthquake Load

  Рет қаралды 14,690

Gabriel Gamana

Gabriel Gamana

Күн бұрын

Пікірлер: 19
@reareijosephgicana
@reareijosephgicana 7 күн бұрын
Why did you choose SMRF po? I hope you can asnwer my question.
@delladianeacademo8166
@delladianeacademo8166 Жыл бұрын
Thank you for the detailed explanation.
@johnkarylcultura6658
@johnkarylcultura6658 Жыл бұрын
Good day Sir! Tanong ko lang po kung required paba yung earthquake design sa 1 to 2 story building? Salamat.
@raylianluigisinay3481
@raylianluigisinay3481 6 ай бұрын
Pano po to maconvert for my load combo na may earthquake load?
@robird1020
@robird1020 2 жыл бұрын
Sa Calculation ng Near Source Factors may sinabi sa Note No. 2 below ng Table 208-6 tungkol sa doon sa Closest Distance to Known Seismic Source. Kapag susundan mo yung sinabi sa Note No.2 ay sa palagay ko ay hindi 9.1km yung Closest Distance. Just sharing my opinion. Salamat.
@gabrielgamana2456
@gabrielgamana2456 2 жыл бұрын
It is your discresion I think DOST-Philvolcs faultfinder app already consider those concerns
@aeriankylea.arguelles223
@aeriankylea.arguelles223 Жыл бұрын
bakit po naging 800 x 3 yung sa ininput niyo sa total weight?
@Engr.Looksfam
@Engr.Looksfam Жыл бұрын
yung 800 po is sa isang floor pa lang po yun, base sa question 2nd to 4th floor ang 800, so bale tatlong 800 po yun + yung 400 sa roof
@jadrienmarkimperial9058
@jadrienmarkimperial9058 3 жыл бұрын
Magandanag tanghali po Sir Gabriel! Itanong ko lang po sana, regarding doon sa weight ng bawat storey, yung mga weight po ba na tinutukoy sa problem, ay yung mga weight na dadalhin lamang ng "isang particular frame"? Kasi di po ba sa actual, ang isang building binubuo ng maraming frames? Kaya halimbawa yung 2nd floor na 800 KN weight, yung weight na tintukoy diyan is yung kini-carry ng 2nd floor para sa isang frame lang? then yung lateral forces applicable lang for one frame? Ibig sabihin yung "800KN for 2nd floor "ay Hindi yung weight na dadalhin ng buong 2nd floor, tama po ba?
@gabrielgamana2456
@gabrielgamana2456 3 жыл бұрын
Total floor weight yung 800 kN dun, vertical distribution palang kasi yung content ng video na ito para hindi ma info overload mga bata, Next step dun ay horizontal distribution, kung saan yung lateral force na nakuha per floor will be distributed naman per frame, nasa NSCP rin naman yung horizontal distribution.
@jadrienmarkimperial9058
@jadrienmarkimperial9058 3 жыл бұрын
@@gabrielgamana2456 Salamat po Sir sa paglilinaw. :)
@bisnararjenb.2781
@bisnararjenb.2781 2 жыл бұрын
Good afternoon Engr. Gabriel paano po malalaman seismic source type kung babase lang po sa active fault distribution map? tsaka pano po pagsusukat nung distance gamit map if given coordinates since ayaw po kami pagamitin ng fault finder app during face to face exam. thank you po.
@gabrielgamana2456
@gabrielgamana2456 2 жыл бұрын
Dapat given nalang sana yan kasi mas maigi na gamitin nalang natin ang result from phivolcs pag dating sa ganyan info dahil sila mas expert sa part na yan
@bisnararjenb.2781
@bisnararjenb.2781 2 жыл бұрын
@@gabrielgamana2456 thank you Sir, ayun nga po Sir binigay na po nila yung distance from the nearest fault po.
@francesypil9721
@francesypil9721 2 жыл бұрын
Pano po pag compute na W since wala pa ung sizes ng members. Sa case nito problem mero na W
@gabrielgamana2456
@gabrielgamana2456 2 жыл бұрын
Yung total dead load ng floor
@jadepadro3393
@jadepadro3393 3 жыл бұрын
Engr tanong ko po Earthquake load at Earthquake analysis same na po ba?
@gabrielgamana2456
@gabrielgamana2456 2 жыл бұрын
Sorry for the very late reply, yung load ang ilalagay mo sa analysis (Factor Method, Matrix of Structures, etc.)
@percibalfelicesjr4203
@percibalfelicesjr4203 3 жыл бұрын
Thanks Sir! :)
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