You're welcome po. We're glad na nakatulong ang CE Box para sa inyo. God bless po! 😇 (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.)
Check niyo po at 3:13 (Sorry for the very late reply. Naging abala na po sa work stuff and pagaasikaso ng aming CE Box Merchandise: tinyurl.com/ynw9u6jd).
sir tanong lang po kung lahat ng sa unsymmetrical sections, pag iccheck sa flexural buckling palaging sa axis of no symmetry? kahit po maggovern or mas malaki yung value ng kL/r sa axis of symmetry?
Yes, kasi sa axis of no symmetry kasi tayo magkakaroon ng Flexural Buckling, pero dun sa axis of symmetry, dun naman yung flex-torsional buckling. (Sorry for the very late reply. Abala po sa life and work stuff. God bless! 😇)
Yes. Isasama po. Pero hindi lahat sinasama sa board exam, kaya better to memorize pa rin po kahit papano sa code. (Sorry po. Kakatapos lang po kasi ng compre exam namin sa masteral, kaya talagang hindi makasagot.)
Hehehe okay na po yan. Hindi naman po gaanong kalaki yung difference po yata ng lumabas na sagot. Thank you po for the correction. 😇 (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.)
Salamat Master !
You're welcome po. We're glad na nakatulong ang CE Box para sa inyo. God bless po! 😇
(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.)
Bakit po KL/rx sa flexural buckling? Sa y axis naman po yung weak axis.
Check niyo po at 3:13
(Sorry for the very late reply. Naging abala na po sa work stuff and pagaasikaso ng aming CE Box Merchandise: tinyurl.com/ynw9u6jd).
sir tanong lang po kung lahat ng sa unsymmetrical sections, pag iccheck sa flexural buckling palaging sa axis of no symmetry? kahit po maggovern or mas malaki yung value ng kL/r sa axis of symmetry?
Yes, kasi sa axis of no symmetry kasi tayo magkakaroon ng Flexural Buckling, pero dun sa axis of symmetry, dun naman yung flex-torsional buckling.
(Sorry for the very late reply. Abala po sa life and work stuff. God bless! 😇)
hindi ko ba kl/r > 4.71 square root of E/Fy use Fcr=0.877Fe?
Saan po tayo naggreater than sa 4.71✓E/Fy?
(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!)
Ask ko lang po. Pag sa board exam po bah e sasali po ba nila yang mga code sa NSCP?.
Yes. Isasama po. Pero hindi lahat sinasama sa board exam, kaya better to memorize pa rin po kahit papano sa code.
(Sorry po. Kakatapos lang po kasi ng compre exam namin sa masteral, kaya talagang hindi makasagot.)
Sir paano po nakuha yung G?
Constant po yung value dahil shear modulus of elasticity siya. 11200 for ksi at 77200 for MPa.
Usually, G is came from the Specifications ng mga Shapes.
(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!)
Correction lng po sir 😅Ung sa Fcr po parang Mali po ung nalagay na value.
256.14 po Ang nalagay instead of 256.614 😅
Hehehe okay na po yan. Hindi naman po gaanong kalaki yung difference po yata ng lumabas na sagot. Thank you po for the correction. 😇
(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.)
akala ko mali ako hahhahah 3 mpa difference