Temporary Shoring Loads
Temporary Shoring Loads
(OP)
Hi,
I am new to this forum, I wanted to ask if there are anyone here on how to decide what shoring can be used to repair a suspended slab. It is a small area 12" x 12" at the edge of the wall.
It may not be necessary to have shoring but I wanted to know how its calculated.
Design loads from P1 level
Live Load 2.4 kPa
Dead Load 4.8 kPa
Electrical/Membrane 1 kPa
SOG assumed bearing capacity of 50 kPa
How do I decide what type of shoring I will need?
Regards
HSOHL
I am new to this forum, I wanted to ask if there are anyone here on how to decide what shoring can be used to repair a suspended slab. It is a small area 12" x 12" at the edge of the wall.
It may not be necessary to have shoring but I wanted to know how its calculated.
Design loads from P1 level
Live Load 2.4 kPa
Dead Load 4.8 kPa
Electrical/Membrane 1 kPa
SOG assumed bearing capacity of 50 kPa
How do I decide what type of shoring I will need?
Regards
HSOHL






RE: Temporary Shoring Loads