Determine the moment and reaction at fix support. use any method.
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![Pg - 6 and another compatiblity We have 1 UU [VF + V₂ + VE = 165+ (135 kn *] KN . another compatiblity ean-e AE=0 + CE=0 165x](http://img.homeworklib.com/questions/9c34ddd0-08e5-11eb-bb45-aff83d7ed1f7.png?x-oss-process=image/resize,w_560)
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Determine the moment and reaction at fix support. use
any method.
90 kN/m 165 KN 120...
which among the choices almost give the reaction at the fix support? use any method A....
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
which among the choices almost gives the moment at the fix support A. 11.08 B. 165...
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....
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
fem is not given 90 kN/m 165 kN 120 KN.m 1m 2m { 3m 1mA 2m...
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.
find the distribution factor of the beam between Hinge and Fix-End Support A. 2/3 B. 3/5...
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
which among the choices that almost give the reaction at the hinge support? A. 8.312 B....
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
w Using mdm which among the choices that almost gives the relative stiffness of the beam...
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
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure...
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
* m For the following Beam Use the Moment Distribution method to determine the reaction at...
* m For the following Beam Use the Moment Distribution method to determine the reaction at the support B (kN) w=9 kN/m P=6.25 w (kN); For example, if w=24, then P=24*6.25 - 150 KN E-200GPa 1=6,000 cm Remember Forces to the right and up are entered as positive, left and down are entered as negative. Counterclockwise moments are entered as positive, clockwise moments are entered as negative w(kN/m) P(kN) P(kN) А B С be 20 m . 5 m n...
Determine the moment reaction at the fixed support A for the beam which is subjected to...
Determine the moment reaction at the fixed support A for the beam which is subjected to the distributed load shown. Given: k=4.6; L=4 w = kx1.5 kN/m +M А L Select one: O A.-168.2 KN.m OB. 168.2 KN.m O C. 117.8 KN.m OD. -73.6 KN.m O E. 73.6 KN.m
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
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
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.
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
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
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
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
* m For the following Beam Use the Moment Distribution method to determine the reaction at the support B (kN) w=9 kN/m P=6.25 w (kN); For example, if w=24, then P=24*6.25 - 150 KN E-200GPa 1=6,000 cm Remember Forces to the right and up are entered as positive, left and down are entered as negative. Counterclockwise moments are entered as positive, clockwise moments are entered as negative w(kN/m) P(kN) P(kN) А B С be 20 m . 5 m n...
Determine the moment reaction at the fixed support A for the beam which is subjected to the distributed load shown. Given: k=4.6; L=4 w = kx1.5 kN/m +M А L Select one: O A.-168.2 KN.m OB. 168.2 KN.m O C. 117.8 KN.m OD. -73.6 KN.m O E. 73.6 KN.m
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