R**********n
发帖数: 1109 | 1 Dear Friends:
Does "gravity floor framing" means the slabs without beams connected to the
columns directly?
Thank you.
Rick |
R**********n
发帖数: 1109 | 2 Up
the
【在 R**********n 的大作中提到】
: Dear Friends:
: Does "gravity floor framing" means the slabs without beams connected to the
: columns directly?
: Thank you.
: Rick
|
n**********b
发帖数: 114 | 3 I don't think so.
the
【在 R**********n 的大作中提到】
: Dear Friends:
: Does "gravity floor framing" means the slabs without beams connected to the
: columns directly?
: Thank you.
: Rick
|
R**********n
发帖数: 1109 | 4 谢谢你的回复， 那你觉得应该怎么理解呢，感觉这个建筑的层高很低，只有 9ft， 所
以想建筑师应该会推荐无梁楼板系统， 无梁楼板的英文应该如何表达呢？
谢谢！
【在 n**********b 的大作中提到】
: I don't think so.
:
: the
|
n**********b
发帖数: 114 | 5 well, it depends on the load and span.The architect may define the clear
hight requirement. The "slab without beams or drop bands" is what you want
to know?
Actually, it doesn't matter. I think it might be a residential building. If
the span is larger than 30 ft, you may consider the Post-Tensioned (PT)
slabs with 8'' or 9'' thickness.
【在 R**********n 的大作中提到】
: 谢谢你的回复， 那你觉得应该怎么理解呢，感觉这个建筑的层高很低，只有 9ft， 所
: 以想建筑师应该会推荐无梁楼板系统， 无梁楼板的英文应该如何表达呢？
: 谢谢！
|
t******o
发帖数: 467 | 6 Your question is so confusing. You should give more background information
for more accurate answer.
Simple answer will be: Floor framing only take gravity load. For wood floor,
that will be floor joist or floor truss member. For concrete floor, it
might be floor beam or joist members only taking gravity load.
the
【在 R**********n 的大作中提到】
: Dear Friends:
: Does "gravity floor framing" means the slabs without beams connected to the
: columns directly?
: Thank you.
: Rick
|
R**********n
发帖数: 1109 | 7 Thanks a lot for your in depth explanation. Yes, as you said, I looked Table
9.5 of ACI 318, and it seems that for 8 inches slabs without interior beams
, the largest span can go to 20 ft for exterior slabs and 22 ft for interior
slabs.
Have a nice day.
Rick
If
【在 n**********b 的大作中提到】
: well, it depends on the load and span.The architect may define the clear
: hight requirement. The "slab without beams or drop bands" is what you want
: to know?
: Actually, it doesn't matter. I think it might be a residential building. If
: the span is larger than 30 ft, you may consider the Post-Tensioned (PT)
: slabs with 8'' or 9'' thickness.
|
