Part 2 Rectangular Footing: Checking for the Footing Wide Beam (Reinforced Concrete)

[@gnidnoeled786]

What will be the negative effect (in case there is), if the shorter side is placed at the bottom during installlation?

[@acvaldez8336]

Good Evening po sir. hindi po ba 495mm or 0.495m effective depth jan sa wide-beam?

[@pigmaluchnnl8765]

Longer side po yong pinagkunan ng distance kaya 515mm ginamit

[@albertodelosreyes8448]

Ask ko lang po dun sa one way shear , ndi po ba d smaller ung gagamiten?

[@RoronoaZoro-hk1fz]

What if e > B/6?

[@nelsonjohncarvero8177]

Sir hindi po ba ang mas manipis na effective depth 'ds' (which is ang distance from centroid of the top bars to top of footing o centroid nang bars along short direction) ang gagamitin para sa checking for web shear stress @ punching shear adequacy?

[@nelsonjohncarvero8177]

Tulad po nang nasa books ninu

[@rongerbyfelix8651]

Sir 600mm thickness po nagamit nyo, hindi 700?

[@envidiax4740]

Good day po. Verify ko lang po Sir yung sa effective depth po na ginamit, yung sa Bottom Bar po diba ay para sa Longer Side (B = 3.5m) tapos yung sa Top Bar po ay para sa Short Side (L = 2.5m) pero bakit po yung ginamit nyu sa Short Side ay yung sa Bottom Bar na effective depth? Thank you po. Godbless.

[@indayselro9953]

Sir ask lng po bakit di po 1.4DL+1.7Ll yung factor??

[@GillesaniaEngineeringVideos]

2015 NSCP kasi ang ginamit natin.

[@indayselro9953]

@@GillesaniaEngineeringVideos thank u sir 😊

[@iangalicia8264]

@@indayselro9953 1.4DL + 1.7LL masyado ng outdated NSCP 2001 pa yan. haha