which almost gives the moment at the hinge support
A. 11.08
B. 165
C. 18.88
D. 0
Solution:- the values and figure(diagram) given in the question are as follows:
let moment at hinge support E is ME
moment at hinge support(ME)=0
moment at support E is zero, because support E is hinge support and hinge support support free to rotate in clockwise and anticlockwise direction.
{option-(D) is correct}
[Ans]
which almost gives the moment at the hinge support A. 11.08 B. 165 C. 18.88 D....
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
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
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
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
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 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
Question No. 3 (25%) Determine the reactions at A, B and D, where A is hinge, B and D are rollers. Use the compatibility method of analysis. Draw the shear and bending moment diagrams FREE BODY DIAGRAMS, SECTIONS AND ALL CALCULATION STEPS MUST BE SHOWN 250 KN 25 kN/m -В с 12 m 6 m 6 m 1.57 E = constant
5-Use moment area method. Determine the vertical displacement of point D. Use moment area method. A is fixed, B is a hinge and C is a roller. Note that El is not constant. 2KN 2 KN/m EI EI D 2EI 1m
5-Use moment area method. Determine the vertical displacement of point D. Use moment area method. A is fixed, B is a hinge and C is a roller. Note that El is not constant. 2KN 2 KN/m EI EI D...