@kwasi_derrick1: The second part (2)Let’s learn again #impeccable_bumbede #share #iron #construction #foryoupage @Sugarken5

Eng. Anthony👷‍♂️🦺 :

💯✌Good work 🏢

Kwame_Great :

bro those middle bars are useless in horizontal structural members. u rather should increase the bottom bars

lyricalking11 :

Please where are you located

JIJerry :

Pls get it right : SPAN and not SPAND

ghansah20 :

This is the actual structural design we learn in book , I think this is how Ghana engineering schools should teach students

Eng Williams kumi :

@Eng Williams kumi: Well done. But depending on the column position or span arrangement, point is where you are standing , that supports produces negative moments . Again the centers were closed because at that point shear force is positive

lincolngh :

The word is SPAN bro. but good job

Nana kay :

closing the interval between links/stirrups do not cater for tension but rather SHEAR

alexanderkwakuose :

span please

JARAMO CONSTRUCTION WORKS🏗️🚧 :

great work 👍

Caleb :

Good job bro

AFRICAN MAGICAL HERBS :

Simple structural engineering solution. building is science.

Tony :

please can i get a number to call, are u in accra

BORKETEY BERNARD NYA :

the space between the top bar and the hogging bar is to wide.

joe27 :

you should have pass the middle rod throughout

JIJerry :

I admire your ambition and vim. I guess a little upgrade in knowledge of the various structural loadings/forces that act on and in beams and columns ie tension, shear, compression etc etc

BORKETEY BERNARD NYA :

BORKETEY BERNARD NYA :

you've done will but, hogging bar should be closed to the top bar

BORKETEY BERNARD NYA :

Sandra Blinds :

🥰🥰🥰

Cephas Fresh Kobby :

🥰🥰🥰