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if i have a monopole foundation.. and the column height is 1m in this case how to define !? should i define new column and draw it with its height and then define a stiff with thickness at the same height of the column ?! or what can i do ?!
@@civilmdc thanks for the answer. Its just because unequal number of rebar on both sides are not good for presentation. Ie staad calculating reinforcements always equal on both side.
@@civilmdc Ok Sir. I have another question if you don't mind answering. In your tutorial on how to design a steel structure using ETABS. My question is How to see or how to get the load in order to design the foundation of that building? Thanks in advance for your reply.
Thanks. Here is the full course link.... And part 2 is present in the list. If you face any issue please let me know. ruclips.net/p/PL0h14oMuZXQ6l-O7aqF0hYsZbyJ7eFt1H
Assalam o Alaikum Did you ever try to play your video after uploading? The sound quality is horrible, cant even hear anything with the speaker volume of 100%. You just made some outstanding videos with the worst mike.
@@civilmdc The problem that this Mike issue has drastically reduced the Quality and viewers of your videos. Besides It good to see atleast good stuff being uploaded from Pakistan. Much Appriciated
To make a Connection / RELATIONSHIP, Don't forget to press the subscribe button with bell icon to get the latest notifications. My channel :)
ruclips.net/channel/UCw9kSuR1bTFBmaMEyD_DXvQ
Sir what if the punching shear ratio is greater than 1 what will happen? My punching shear ratio was 1.22.
Shear failure... Will occurs..
Solution..
Increase thickness...
Or increase concrete strength
@@civilmdc Thank you sir.
if i have a monopole foundation.. and the column height is 1m in this case how to define !?
should i define new column and draw it with its height and then define a stiff with thickness at the same height of the column ?! or what can i do ?!
@@olaalasmar you can calculate column load and apply as point load..
@@civilmdc thank you so much
How to make number od reinforcement equal on both sides of footing?
Dear ... If you only axial load... Then reinforcement will be same on both sides...
This software calculate reinforcement...in each direction
Depends upon loads.... Moments etc.
@@civilmdc thanks for the answer. Its just because unequal number of rebar on both sides are not good for presentation. Ie staad calculating reinforcements always equal on both side.
How did you get the 150load?
In the part 2... Of this video... I have used 150 load...
For demonstration example (it is the load of column... From above story
@@civilmdc Ok Sir. I have another question if you don't mind answering. In your tutorial on how to design a steel structure using ETABS. My question is How to see or how to get the load in order to design the foundation of that building? Thanks in advance for your reply.
@@qualityengineersguide See lecture 20 and 21
@@civilmdc thanks
Great job, where can I find the second part
Thanks.
Here is the full course link....
And part 2 is present in the list.
If you face any issue please let me know.
ruclips.net/p/PL0h14oMuZXQ6l-O7aqF0hYsZbyJ7eFt1H
Assalam o Alaikum
Did you ever try to play your video after uploading? The sound quality is horrible, cant even hear anything with the speaker volume of 100%. You just made some outstanding videos with the worst mike.
W. Salaam.
You are right, At start I have Mike issue,
Sorry for inconvenience
@@civilmdc The problem that this Mike issue has drastically reduced the Quality and viewers of your videos. Besides It good to see atleast good stuff being uploaded from Pakistan. Much Appriciated
Sir, there is nothing wrong with your audio. It is clear and audible. Good lectures. Thank you.