Paano po kapag braced against lateral movement only on supports?
@AnythingCocoy3 жыл бұрын
then your unbraced length is the whole length of the beam.
@alybldg16533 жыл бұрын
Thank you po!
@dominicponferrada11283 жыл бұрын
Paano po nakuha values ng Fy at E?
@AnythingCocoy3 жыл бұрын
from the properties of A572 gr. 50
@alvinacevedo52083 жыл бұрын
Good eve Sir. Always po ba given yung value ng k? Meron kase akong book na nagtataka ako pano nakuha yung vale ng h kase hindi given yung k
@AnythingCocoy3 жыл бұрын
usually given talga. yan pero in real design may ginagamit tayung chart to determine "k", ang tawag dito at aligment chart. ito google image. www.google.com/search?q=alignment+chart+column&rlz=1C1CHBF_enPH867PH867&sxsrf=ALeKk01ZHl_RbeVkMFyd13YB50krPZAbQA:1611276298480&source=lnms&tbm=isch&sa=X&ved=2ahUKEwjw_Z77p67uAhWPHqYKHZzVCAEQ_AUoAXoECBMQAw&biw=1920&bih=937#imgrc=f0G9a5vsiq3SaM
@AnythingCocoy3 жыл бұрын
pero merun ung mga common situation na merun n ung "k" check mu dito web.mit.edu/1.51/www/pdf/3/c-c2-1.pdf
@alvinacevedo52083 жыл бұрын
No sir not the Effective length factors,, yung for example yung 33 point something na given mo jan sa video nyu po.. Yan po mean ko if always poba yan given?
@AnythingCocoy3 жыл бұрын
@@alvinacevedo5208 ah ok, kala ko ung effective length. yan ung height of weld. given yan sa AISC steel section database.
@alvinacevedo52083 жыл бұрын
@@AnythingCocoy thank you po for clarification sir.