landrover77
Mechanical
- Jan 16, 2004
- 40
Gents
can someone give me a hint or two on the following please. I'm trying to work through some else"s calculations
i have a simple frame two vertical members, bridged at the top by a single Horizontal member.
Vertical height = h
Horizontal length = between vertical members = L
I1 = second moment of area for the vertical leg
I2 = second moment of area for the Horizontal
Load = P
the first formula, finds a ratio of second moment of areas x ratio of height to width
K = I2/I1 * h/L
Then K is used to find to dimensionless factors.
N1 = K + 2
N2 = 6K+1
the two N factors are then used in calcs to find moments.
eg; moment around ground level end of vertical legs. in vertical plane +PL/8N1
eg; moment around ground level end of vertical legs. in Horizontal plane -PH/2 * 3K+1/N2
I assume these factors just allow simplification of eqns, i'd like to see the derivation of these, its been a while since i've done any structural calcs, any help much appreciated.
thanks in advance
can someone give me a hint or two on the following please. I'm trying to work through some else"s calculations
i have a simple frame two vertical members, bridged at the top by a single Horizontal member.
Vertical height = h
Horizontal length = between vertical members = L
I1 = second moment of area for the vertical leg
I2 = second moment of area for the Horizontal
Load = P
the first formula, finds a ratio of second moment of areas x ratio of height to width
K = I2/I1 * h/L
Then K is used to find to dimensionless factors.
N1 = K + 2
N2 = 6K+1
the two N factors are then used in calcs to find moments.
eg; moment around ground level end of vertical legs. in vertical plane +PL/8N1
eg; moment around ground level end of vertical legs. in Horizontal plane -PH/2 * 3K+1/N2
I assume these factors just allow simplification of eqns, i'd like to see the derivation of these, its been a while since i've done any structural calcs, any help much appreciated.
thanks in advance