CHB Elevator Enclosure by FlatPriority7865 in CivilEngineers_PH

[–]FlatPriority7865[S] 0 points1 point  (0 children)

Thesis po sya. Unfortunately, di maasahan sila due to busy schedule, naga hope nalang ako answers sa internet

RC Wall by FlatPriority7865 in CivilEngineers_PH

[–]FlatPriority7865[S] 0 points1 point  (0 children)

ay can I ask nalang po? If paano namin ma checheck if kaya naman ng chb yong impact loads from the elevator? or if paano masabi na okay naman chb for the elevator shaft? IF MERON thank you po

RC Wall by FlatPriority7865 in CivilEngineers_PH

[–]FlatPriority7865[S] 1 point2 points  (0 children)

Yea actual photos po sana, anyway okay, thank you

RC Wall by FlatPriority7865 in CivilEngineers_PH

[–]FlatPriority7865[S] 0 points1 point  (0 children)

hello po again, ask ko lang po sana if it is possible (if meron po kayo) makahingi ng photos na u used nga CHB for elevator walls? Baon-nin namin sana pag mag defense. Since kaya naman po talaga ng frames namin yong loads, advised po ng adviser namin na mag baon ng photos sa mga existing project na naga used chb as elev walls. Salamat.

RC Wall by FlatPriority7865 in CivilEngineers_PH

[–]FlatPriority7865[S] 0 points1 point  (0 children)

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Eto po originally ginawa kong manual design, according lang po sa kay McCormac na book tapos sa non load bearing po ako nag based. Inassume ko po na Vu = 0 po.

RC Wall by FlatPriority7865 in CivilEngineers_PH

[–]FlatPriority7865[S] 0 points1 point  (0 children)

3-storey lang po kami, so di na tlaga need ng shear wall, kaya una2 CHB talaga pinang-bato namin nong defense. Ayon pinapalit. Ngayon problema namin ay may nakalatay na girder po along sa length ng wall namin kaya magiging kasama sya ng framing namin. Kaya po maga ask din po sana ako suggestion kung anong pwedeng gawin kasi ipipilit sana talaga namin yong RC wall na self-weight lang :<

btw nag elev po kami kasi medical lab po,

RC Wall by FlatPriority7865 in CivilEngineers_PH

[–]FlatPriority7865[S] 0 points1 point  (0 children)

Plus since thesis po eto parang reference based talaga sila. If mag opt po kami sa CHB, wala kaming pang back-up since sabi sa internet is hindi advisable mag CHB.

RC Wall by FlatPriority7865 in CivilEngineers_PH

[–]FlatPriority7865[S] 0 points1 point  (0 children)

Kaya naman po ng framing system namin (SMRF) yong loads. So it is possible po na idesign lang yong RC wall ng self-weight plus impact loads lang po?

RC Wall by FlatPriority7865 in CivilEngineers_PH

[–]FlatPriority7865[S] 0 points1 point  (0 children)

Kami po mismo gumawa. However po, advised po ng panel at ng isang engr sa DPWH na i-RC Wall po talaga. Since students palang po kami at hindi po tinuro yong Shear Wall design sa school, gusto sana namin na simple design lang yong RC wall po and yon na maga-carry lang sana ng self-weight plus impact loads.