Part 1: Placing & Orientation of Beams and Columns

[@beingamazeenterprises9189]

Very important lecture series thanks bro

[@AmitPatil-tight]

LENDA

[@annonanon]

Based on my understanding, the major - minor axis & width & depth has been denoted wrongly. The major axis of bending moment will along the larger span as M (bending Moment) ∝ D (distance). To counter the larger bending moment we need larger moment of inertia. We can achieve this by aligning the shorter side (i.e. the depth) perpendicular to the major axis. We denote shorter side as depth and longer side as width. Pls correct me if i am wrong or missing any point. :)

[@simplystructural8424]

The larger the distance from the Neutral axis to the extreme fiber, more the moment of inertia and that axis will me major axis. Depth: larger dimension Width: smaller dimension Please note that Mz moment denotes the moment about Z axis ( not along Z axis). I hope you got the point…

[@annonanon]

@@simplystructural8424 Thanks for clarity.

[@sagarbhat9099]

Good concepts. Well explained!

[@simplystructural8424]

Thanks 👍🏻

[@JagmeetSingh-mc8md]

thanku sir for this class

[@sumanmalakar3403]

sir, in this video you say that maximum c/c distance between two column should not exceed 18',and after that you design 21' c/c column distance,.how this design match the minimum criteria??please explain...

[@surjagain]

Thank you for the well explained video.

[@simplystructural8424]

👍🏻

[@udaychavare1836]

Sir PLEASE make video on eccentric footing design in excel sheet as per is code

[@qmin4883]

This is gold

[@nraj2597]

Bro i need combined footing design explaination using excel.

[@shareqinamdar9211]

Share CAD file please