Kleinlogel Type 2 Portal Frame analysis calculator — pinned base, fixed beam-column connection
Kleinlogel Type 2 Portal Frame
Pinned base · Fixed beam-column connection · Dead, imposed & wind loading
lesryder.com Structural Analysis
Column loads (design input)
Dead load on column
kN
Live load on column
kN
Beam moment (design)
kNm
Wind pressure
kN/m²
Frame geometry
Column height h
m
Beam span L
m
Member sections
Column section
152 × 23 UC
152 × 30 UC
152 × 37 UC
203 × 46 UC
203 × 60 UC
203 × 71 UC
203 × 86 UC
254 × 73 UC
254 × 89 UC
305 × 97 UC
305 × 118 UC
cm⁴
Beam section
152 × 23 UC
152 × 30 UC
152 × 37 UC
203 × 46 UC
203 × 60 UC
203 × 71 UC
203 × 86 UC
254 × 73 UC
254 × 89 UC
305 × 97 UC
305 × 118 UC
cm⁴
Wind catchment geometry
A
1st floor storey height
m
B
Ground floor storey height
m
C
Height to eaves
m
D
Height to ridge
m
E
Flank wall length (excl. extension)
m
F
Extension length
m
Frame stiffness & load proportions
Analysis — dead load
Analysis — imposed load
Analysis — wind (udl on column)
Analysis — wind (point load)
Load combinations
Condition
Mb (kNm)
Mc (kNm)
Ha (kN)
Hd (kN)
Va (kN)
Vd (kN)