a2fan
Structural
- Dec 7, 2023
- 1
I am designing a roof top structure to support mechanical equipment. Some questions I ran into:
Impact Loads per ASCE 7-10, 4.6.3 - For the purpose of design, the weight of machinery and moving loads shall be increased as follows to allow for impact: (1) light machinery, shaft- or motor-driven, 20 percent; and (2) reciprocating machinery or power-driven units, 50 percent.
-For instance, the RTU weighs 10000lb and it is motor driven.
--Will the addition be to live load or dead load? I believe LL as it is discussed under the Live Load chapter.
--Is the LL=1.2*10000 or 0.2*10000? I believe LL=1.2*10000lb
--What if there are vibration isolators installed; is there any impact load then? can the impact load be reduced?
--Also, are vibrations from a roof top mechanical unit considered under impact loads?
Thanks
AK
Impact Loads per ASCE 7-10, 4.6.3 - For the purpose of design, the weight of machinery and moving loads shall be increased as follows to allow for impact: (1) light machinery, shaft- or motor-driven, 20 percent; and (2) reciprocating machinery or power-driven units, 50 percent.
-For instance, the RTU weighs 10000lb and it is motor driven.
--Will the addition be to live load or dead load? I believe LL as it is discussed under the Live Load chapter.
--Is the LL=1.2*10000 or 0.2*10000? I believe LL=1.2*10000lb
--What if there are vibration isolators installed; is there any impact load then? can the impact load be reduced?
--Also, are vibrations from a roof top mechanical unit considered under impact loads?
Thanks
AK