Woah! You're welcome po!!!! (Sorry for the late reply, huhu. Nabusy sa live tutorial, work stuff, and masteral. BUt we do hope na makasagot pa rin questions/concerns po ninyo. God bless po!)
Nakakatamad na mag-aral. Bibigyan na lang kami ng module tapos book na NSCP 2001 laman at samples tapos papasagutin kami gamit NSCP 2015. Ayaw pa mag-discuss kahit konti lang ng instructor.
As of now, wala pa po e. (Sorry for the very, very late reply as CE Box is very busy with his Master's Degree, Accreditation, Work Stuff, and Life. Thank you for understanding. Keep in touch with CE Box as we plan to do more video tutorials.)
Kapag kasi sinabi nating theoreitical, from theory lang siya. Hindi siya 100% sure, pero malapit kahit papaano sa katotohanan. (Sorry for the very late reply. Abala po sa work and stuff. God bless! 😇)
sabi nyo po na paglalagpas ng 200, 200 gamitin, pero kapag 200 gamitin natin liliit tuloy buckling . pagmagiinvistigate tayo lilit tuloy buckling nito, which is magiging di reliable ang investigation mo
Kasi kapag lumagpas ka sa 200, meaning slender na ang member mo, at since limit yun, di ka pwedeng lumagpas run. Then dun na magbebase ang analysis or design mo, sa 200. Yes, liliit siya, kasi dapat mas maging maliit ang maging design mo dahil nga sobra sobra sa slenderness ration ang given. Parang ganito lang yan, nagiisip po kayo ng design, then gumawa ka ng design. Nung chineck mo, lagpas lagpas pala sa maximum standards & specifications, ano po gagawin niyo? Ipipilit ninyo design niyo knowing na hindi na safe at lagpas sa maximum, or susundin natin ang maximum standards? (𝗦𝗼𝗿𝗿𝘆 𝗳𝗼𝗿 𝘁𝗵𝗲 𝘃𝗲𝗿𝘆 𝗹𝗮𝘁𝗲 𝗿𝗲𝗽𝗹𝘆. 𝗪𝗲'𝗿𝗲 𝗷𝘂𝘀𝘁 𝗯𝘂𝘀𝘆 𝘁𝗵𝗲𝘀𝗲 𝗽𝗮𝘀𝘁 𝗳𝗲𝘄 𝗺𝗼𝗻𝘁𝗵𝘀 𝗶𝗻 𝗼𝘂𝗿 𝗽𝘂𝗯𝗹𝗶𝗰𝗮𝘁𝗶𝗼𝗻 𝘀𝗮 𝗠𝗮𝘀𝘁𝗲𝗿𝗮𝗹, 𝘀𝗮 𝗧𝗵𝗲𝘀𝗶𝘀, 𝘄𝗼𝗿𝗸 𝘀𝘁𝘂𝗳𝗳, 𝗮𝗻𝗱 𝗹𝗶𝗳𝗲. 𝗛𝗼𝗽𝗲 𝗻𝗮 𝗻𝗮𝗸𝗮𝘁𝘂𝗹𝗼𝗻𝗴 𝗮𝗻𝗴 𝗖𝗘 𝗕𝗼𝘅 𝘀𝗮 𝗶𝗻𝘆𝗼𝗻𝗴 𝗽𝗮𝗴𝗮𝗮𝗿𝗮𝗹. 𝗧𝗵𝗮𝗻𝗸 𝘆𝗼𝘂 𝗮𝗻𝗱 𝗚𝗼𝗱 𝗯𝗹𝗲𝘀𝘀!)
Ay wag pong ganyan! Kaya pa po yan! Malapit na po kayo e. Nasa steel design na po kayo so padayon lang, Engr!!! God bless po sa pagaaral! 😇 (Sorry for the very, very late reply as CE Box is very busy with his Master's Degree, Accreditation, Work Stuff, and Life. Thank you for understanding. Keep in touch with CE Box as we plan to do more video tutorials.)
Thanks, CE Box
pina design kami ng antenna tower and since marami compression members dun dito ko sa channel nyo mostly pumupunta pag nalilito hahahah
Woah! You're welcome po!!!!
(Sorry for the late reply, huhu. Nabusy sa live tutorial, work stuff, and masteral. BUt we do hope na makasagot pa rin questions/concerns po ninyo. God bless po!)
Salamat POH ❤️❤️❤️
Good day po Sir Engr. san po kayo nakakakuha ng copy ng AISC Steel Construction Manual
Nakakatamad na mag-aral. Bibigyan na lang kami ng module tapos book na NSCP 2001 laman at samples tapos papasagutin kami gamit NSCP 2015. Ayaw pa mag-discuss kahit konti lang ng instructor.
Awwww, dapat naka-2015 na po, kasi yun na po yata ang ginagamit sa Board Exam ngayon?
Sir, meron po kayong Dynamics of rigid body?
As of now, wala pa po e.
(Sorry for the very, very late reply as CE Box is very busy with his Master's Degree, Accreditation, Work Stuff, and Life. Thank you for understanding. Keep in touch with CE Box as we plan to do more video tutorials.)
sir ano po meaning ng theoretical buckling strength?
Kapag kasi sinabi nating theoreitical, from theory lang siya. Hindi siya 100% sure, pero malapit kahit papaano sa katotohanan.
(Sorry for the very late reply. Abala po sa work and stuff. God bless! 😇)
paano po makuha ang maximum live load po?
Nasa intro ka palang po... Saan po galing itong tanong na ito?
(𝗦𝗼𝗿𝗿𝘆 𝗳𝗼𝗿 𝘁𝗵𝗲 𝘃𝗲𝗿𝘆 𝗹𝗮𝘁𝗲 𝗿𝗲𝗽𝗹𝘆. 𝗪𝗲'𝗿𝗲 𝗷𝘂𝘀𝘁 𝗯𝘂𝘀𝘆 𝘁𝗵𝗲𝘀𝗲 𝗽𝗮𝘀𝘁 𝗳𝗲𝘄 𝗺𝗼𝗻𝘁𝗵𝘀 𝗶𝗻 𝗼𝘂𝗿 𝗽𝘂𝗯𝗹𝗶𝗰𝗮𝘁𝗶𝗼𝗻 𝘀𝗮 𝗠𝗮𝘀𝘁𝗲𝗿𝗮𝗹, 𝘀𝗮 𝗧𝗵𝗲𝘀𝗶𝘀, 𝘄𝗼𝗿𝗸 𝘀𝘁𝘂𝗳𝗳, 𝗮𝗻𝗱 𝗹𝗶𝗳𝗲. 𝗛𝗼𝗽𝗲 𝗻𝗮 𝗻𝗮𝗸𝗮𝘁𝘂𝗹𝗼𝗻𝗴 𝗮𝗻𝗴 𝗖𝗘 𝗕𝗼𝘅 𝘀𝗮 𝗶𝗻𝘆𝗼𝗻𝗴 𝗽𝗮𝗴𝗮𝗮𝗿𝗮𝗹. 𝗧𝗵𝗮𝗻𝗸 𝘆𝗼𝘂 𝗮𝗻𝗱 𝗚𝗼𝗱 𝗯𝗹𝗲𝘀𝘀!)
sabi nyo po na paglalagpas ng 200, 200 gamitin, pero kapag 200 gamitin natin liliit tuloy buckling . pagmagiinvistigate tayo lilit tuloy buckling nito, which is magiging di reliable ang investigation mo
Kasi kapag lumagpas ka sa 200, meaning slender na ang member mo, at since limit yun, di ka pwedeng lumagpas run. Then dun na magbebase ang analysis or design mo, sa 200. Yes, liliit siya, kasi dapat mas maging maliit ang maging design mo dahil nga sobra sobra sa slenderness ration ang given. Parang ganito lang yan, nagiisip po kayo ng design, then gumawa ka ng design. Nung chineck mo, lagpas lagpas pala sa maximum standards & specifications, ano po gagawin niyo? Ipipilit ninyo design niyo knowing na hindi na safe at lagpas sa maximum, or susundin natin ang maximum standards?
(𝗦𝗼𝗿𝗿𝘆 𝗳𝗼𝗿 𝘁𝗵𝗲 𝘃𝗲𝗿𝘆 𝗹𝗮𝘁𝗲 𝗿𝗲𝗽𝗹𝘆. 𝗪𝗲'𝗿𝗲 𝗷𝘂𝘀𝘁 𝗯𝘂𝘀𝘆 𝘁𝗵𝗲𝘀𝗲 𝗽𝗮𝘀𝘁 𝗳𝗲𝘄 𝗺𝗼𝗻𝘁𝗵𝘀 𝗶𝗻 𝗼𝘂𝗿 𝗽𝘂𝗯𝗹𝗶𝗰𝗮𝘁𝗶𝗼𝗻 𝘀𝗮 𝗠𝗮𝘀𝘁𝗲𝗿𝗮𝗹, 𝘀𝗮 𝗧𝗵𝗲𝘀𝗶𝘀, 𝘄𝗼𝗿𝗸 𝘀𝘁𝘂𝗳𝗳, 𝗮𝗻𝗱 𝗹𝗶𝗳𝗲. 𝗛𝗼𝗽𝗲 𝗻𝗮 𝗻𝗮𝗸𝗮𝘁𝘂𝗹𝗼𝗻𝗴 𝗮𝗻𝗴 𝗖𝗘 𝗕𝗼𝘅 𝘀𝗮 𝗶𝗻𝘆𝗼𝗻𝗴 𝗽𝗮𝗴𝗮𝗮𝗿𝗮𝗹. 𝗧𝗵𝗮𝗻𝗸 𝘆𝗼𝘂 𝗮𝗻𝗱 𝗚𝗼𝗱 𝗯𝗹𝗲𝘀𝘀!)
Di ko na kaya mag aral 🤧🤧🤧
Ay wag pong ganyan! Kaya pa po yan! Malapit na po kayo e. Nasa steel design na po kayo so padayon lang, Engr!!! God bless po sa pagaaral! 😇
(Sorry for the very, very late reply as CE Box is very busy with his Master's Degree, Accreditation, Work Stuff, and Life. Thank you for understanding. Keep in touch with CE Box as we plan to do more video tutorials.)