Brilliant, can you follow the same process for the design of rock anchor bolts? Also are the factors that are being applied the same if you are using metric units? Thank you.
Greetings, Many thanks for the comment and kind words, not sure about rock anchor bolts. ACI has SI equivallent for the equations. Best regards, Jamshid
this is all good...however....I have seen not design ....of throughout bolts with a backing plate... I have a Simpson strong wall sitting on existing footing...my best option to transfer the loads to foundation is to drive the bolts through the 18"thk. concrete and provide a backing plate.... the Simpson wall is 4" wide with 1"diam. rod....so...the distance to one edge is 2"... I could pour / epoxy new concrete...but...that would not make any difference...there are not edge distance issues on the long side... any suggestion...or...can you address an example for such conditions
Greetings, Many thanks for the comment, please allow me to look into your point. I will work a problem dealing with base plate design (whenever, I get some free time), Best regards, Jamshid
Hi Jamshid Thank you very much for your lecture, Can you please share it with me the slides please let me know your preferred method for sending out Thanks again
Dear Komaldeep, Than you for watching my lesson. This table is usually at the bottom of the last page for angle properties (Table 1-7). I use the 13th Edition (2005) and it is at the bottom of Page 1-46 in Table 1-7. Sincerely, Jamshid
@@jamshid50 Hello Jamshid. The Table 1-7 in AISC 15th edition has the Y_bar value of 1.77" instead of 3" you used (for L6x6x3/4). Can you please clarify on this?
Dear Joshua, Thank you for watching my lecture. The ACI equations are very specific in using pounds and inches. So do not try to work out the units, since those equations are all based on data (and some form of statistical regression analysis). You simply use psi for all stress values and inches for dimensions. The results will be pounds for forces and psi for any stress value. Sincerely, Jamshid
Dear Mudasir, Thank you for watching my lecture. I tried to share the slides unsuccessfully in RUclips. Are you familiar with how that can be done? I will be glad to provide them to you. Sincerely, Jamshid
Your lesson made it really easy for me to design a post-installed anchors. Thanks you very much!!
Dear Roi, Thank you for watching my lecture. I appreciate your kind words, Sincerely, Jamshid
demasiado bueno!
thank you sir. more power
Greetings, Many thanks for the comment and kind words. Best regards, Jamshid
Brilliant, can you follow the same process for the design of rock anchor bolts? Also are the factors that are being applied the same if you are using metric units? Thank you.
Greetings, Many thanks for the comment and kind words, not sure about rock anchor bolts. ACI has SI equivallent for the equations. Best regards, Jamshid
Muchas gracias por compartir la lección
Thank you very much for sharing
Greetings, Many thanks for the comment and kind words. Best regards, Jamshid
Thank you sir. you made it very simple.
Greetings, Many thanks for the comment and kind words, best regards, Jamshid
this is all good...however....I have seen not design ....of throughout bolts with a backing plate...
I have a Simpson strong wall sitting on existing footing...my best option to transfer the loads to foundation is to drive the bolts through the 18"thk. concrete and provide a backing plate....
the Simpson wall is 4" wide with 1"diam. rod....so...the distance to one edge is 2"...
I could pour / epoxy new concrete...but...that would not make any difference...there are not edge distance issues on the long side...
any suggestion...or...can you address an example for such conditions
Greetings, Many thanks for the comment, please allow me to look into your point. I will work a problem dealing with base plate design (whenever, I get some free time), Best regards, Jamshid
kindly share lecture in pdf if possible. amazing lecture.
Greetings, Many thanks for the comment, I tried to share the pdf, but somehow, it did not go through. I will keep on trying. Best regards, Jamshid
Hi Jamshid
Thank you very much for your lecture, Can you please share it with me the slides please let me know your preferred method for sending out
Thanks again
Many thanks Wael.
Can you please explain which table in AISC are you referring to for finding the lever arm for different angles?
Dear Komaldeep, Than you for watching my lesson. This table is usually at the bottom of the last page for angle properties (Table 1-7). I use the 13th Edition (2005) and it is at the bottom of Page 1-46 in Table 1-7. Sincerely, Jamshid
@@jamshid50 Hello Jamshid. The Table 1-7 in AISC 15th edition has the Y_bar value of 1.77" instead of 3" you used (for L6x6x3/4). Can you please clarify on this?
could you explain how the units work out
on eq 17.4.2a
Dear Joshua, Thank you for watching my lecture. The ACI equations are very specific in using pounds and inches. So do not try to work out the units, since those equations are all based on data (and some form of statistical regression analysis). You simply use psi for all stress values and inches for dimensions. The results will be pounds for forces and psi for any stress value. Sincerely, Jamshid
is it according to AISC ?
This is according to ACI.
Can you please share lecture slides
Please direct me on how to share.
Can u please share the lecture slides?
Dear Mudasir, Thank you for watching my lecture. I tried to share the slides unsuccessfully in RUclips. Are you familiar with how that can be done? I will be glad to provide them to you. Sincerely, Jamshid