Hello engineers,
I am looking for guidance in the design of a reinforced concrete masonry structure. This building is for fire fighter training in the town of Pass Christian, Mississippi. The town, on the Mississippi Gulf Coast, was, as we know, hit very hard by hurricane Katrina. Now with the economic downturn, the town is even tighter on money for rebuilding.
I am a licensed civil engineer in the state of Mississippi. However, my entire career has been in ship design for the United States Navy. So, I am competent in civil and structural engineering design principles, however, I have no actual experience in the details of building design. I have the desire to begin stepping into the building design line of work, so for this particular case, I have offered to volunteer my services. Basically, I am now looking for confirmation that I am on the right path with my design approach.
(1) I confirmed that the town of Pass Christian, Mississippi, officially builds to the 2006 International Building Code
(2) From the 2006 IBC, Chapter 16 (in conjunction with ASCE 7) states both the loads and load combinations for design
(3) Once the loads and load combinations have been calculated, I then determine the building’s structural free-body diagram based on its construction
(4) Applying the load combinations to the structural free-body diagram results in shear, moment, and deflections for the various members
(5) I am looking to design the members to the strength design method and then check the member deflections to the serviceability requirements, all of which is stated in ACI-530 (called out by the 2006 IBC)
(6) I am thinking there may be a final step of doing some kind of “whole” building check for deflections
So, from all of these statements above, does it sound like I am on the right path?
Also, more posts are to follow, as I will definitely have more questions along the way.
Thanks in advance to all that reply,
Jeff
I am looking for guidance in the design of a reinforced concrete masonry structure. This building is for fire fighter training in the town of Pass Christian, Mississippi. The town, on the Mississippi Gulf Coast, was, as we know, hit very hard by hurricane Katrina. Now with the economic downturn, the town is even tighter on money for rebuilding.
I am a licensed civil engineer in the state of Mississippi. However, my entire career has been in ship design for the United States Navy. So, I am competent in civil and structural engineering design principles, however, I have no actual experience in the details of building design. I have the desire to begin stepping into the building design line of work, so for this particular case, I have offered to volunteer my services. Basically, I am now looking for confirmation that I am on the right path with my design approach.
(1) I confirmed that the town of Pass Christian, Mississippi, officially builds to the 2006 International Building Code
(2) From the 2006 IBC, Chapter 16 (in conjunction with ASCE 7) states both the loads and load combinations for design
(3) Once the loads and load combinations have been calculated, I then determine the building’s structural free-body diagram based on its construction
(4) Applying the load combinations to the structural free-body diagram results in shear, moment, and deflections for the various members
(5) I am looking to design the members to the strength design method and then check the member deflections to the serviceability requirements, all of which is stated in ACI-530 (called out by the 2006 IBC)
(6) I am thinking there may be a final step of doing some kind of “whole” building check for deflections
So, from all of these statements above, does it sound like I am on the right path?
Also, more posts are to follow, as I will definitely have more questions along the way.
Thanks in advance to all that reply,
Jeff