Determine the moment and reaction at fix support. use
any method.
90 kN/m 165 KN 120 KN.m 3m 1m 2m А в 1mA 2m с D E F
find the distribution factor of the beam between Hinge
and Fix-End Support
A. 2/3
B. 3/5
C. 1/2
D. 3/8
90 kN/m 165 KN 120 KN.m 3m 1m 2m А в 1mA 2m с D E F
w
Using mdm which among the choices that almost gives
the relative stiffness of the beam between roller and hinge
A. I/6
B. I/2
C. 2I/6
D. 2I/5
90 kN/m 165 KN 120 KN.m 3m 1m 2m А в 1mA 2m с D E F
which almost gives the moment at the hinge support
A. 11.08
B. 165
C. 18.88
D. 0
90 kN/m 165 KN 120 KN.m 3m 1m 2m А в 1mA 2m с D E F
which among the choices almost gives the moment at the
fix support
A. 11.08
B. 165
C. 18.88
D. 0
90 kN/m 165 KN 120 KN.m ܠܠܠܠ 2m 3m 1m 1m А в 2m С DE F
which among the choices that almost give the reaction
at the hinge support?
A. 8.312
B. 52.660
C. 255.653
D. 85.427
90 kN/m 165 KN 120 KN.m 3m 1m 2m А в 1mA 2m с D E F