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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
Solution is attached in the image Posted below.
Hope it helps.
w Using mdm which among the choices that almost gives the relative stiffness of the beam...
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
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 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 give the reaction at
the fix support? use any method
A. 8.312
B. 52.660
C. 255.653
D. 85.427
90 kN/m 165 KN 120 KN.m ܠܠܠܠ 2m 3m 1m 1m А в 2m С DE 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
fem is not given
90 kN/m 165 kN 120 KN.m 1m 2m { 3m 1mA 2m - find the relative stiffness of the beam between hinge and roller support. - moment at the hinge support. - moment at the fixed support. - Distribution factor of the beam between hinge and fixed considering the modified stiffness. -reaction at Fix support FEM is not given.
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
Q5: Using force method, determine the reactions of the
supports for the beam shown in Figure (5). Then draw shear and
bending moment diagrams for the beam. EI is constant. Use conjugate
beam method to determine deflections.
I need it in 30min or 1 h
6 m 50 KN 200 kN.m 22 А В. С 9 m to 3m
i have 2 solution for this question but values are
different which one is true or neither? please be quick I have
short time.
7 kN/m Problem 1 [50 Pts] The structure consists of a hinged beam AB and five bars and is subjected to a distributed load as shown in the figure. Determine the forces in the bars. A B EYG F 7 3 m с 4 m 2 m2 m 4 m FBD 76 42 KN F Ax...