NSCP 2015 (ASD & LRFD) - STEEL DESIGN (Tension Member - part 4 Block Shear)

[@franzanferneefelipegeneros2292]

Thanks for sharing this free lecture!

[@earyrockwell8030]

Hello po bakit isang possible failure lang po due to shear block ang kinonsider? Pano po pag pattern ng failure yung horizontal line (aligned w/ bolts) tapos vertical line all the way sa edge ng tension member? Mas mababa ata value ng Rn dun.

[@lowiiieeee]

Ano po reference book nyo sir?

[@archidandayag198]

Lodi diko kasi madownload ung mga files mo sa fb, may google drive ka ba? Para dun nalang kunin

[@MasterCivilEngineering]

👍👍👍

[@marjiemarinay4308]

Hello po may concern lang po ako about sa Length po, pano po naging 7.5 Engr.? 7 lang po kasi nakukuha ko hahaha enlighten me please.

[@gaborangeloravenp.2575]

Yung width po sa shear, 3+3+1½ kaya 7.5 po

[@saytasvlademirb.5472]

Ganiha haha