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
which among the choices almost give the reaction at the fix support? use any method A....
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
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
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
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.
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
For the beam shown, use the Conjugate Beam Method to determine a) The deflection at F, b) The slopes on both sides of the hinge at C. 90 KN 160 kN.m E B с D F 2 m m 2 m 2 m 2 m EI = Constant
For the beam shown, use the Conjugate Beam Method to determine a) The deflection at F, b) The slopes on both sides of the hinge at C. 90 KN 160 kN.m E B с D F 2 m 2 m 2 m E 2 m EI = Constant