Determine the reactions , using the cross method . EI=constant minal keaceones dsandoemeoelo de Choss to...
Using the force method, Determine the reactions at
supports. EI is constant.
Determine the reactions at supports. El is constant. 500 lb/ft 3k 10 ft- SA 0 a 6.5 (10) 10 ft - 2.5 uz
For a constant EI (use EI as a constant in
your answer):
a. Determine the reactions RA and RC and
draw the shear force diagram (SFD) and the bending moment diagram
(BMD). See image below.
b. Determine the slope at A (θA) and the deflection
at B (ΔB) using the Moment-Area Method.
c. Determine the equation of the elastic curve, y(x), using the
Integration Method.
16 kN/m B 4 m 4 m SFD BMD
For the frame shown below, determine the support reactions if EI is constant for all members. 5.5 m 5 kN/m 4 m
For the frame shown below, determine the support reactions if EI is constant for all members. 5.5 m 5 kN/m 4 m
Determine the reactions at the supports A and B. EI is constant. (Figure 1)Part ADetemins the force of rosction ot A.Part BDetermine the moment of reaction at A.Part CDetermine the force of reaction at B.
Determine the reactions at the supports A and B. EI is
constant.
B L L 2 2
Determine the reactions and construct final and shear diagrams
for the structure. EI is constant.
Use a) consistent deformation method and b) Castigliano’s
method
Determine the reactions, and construct the final shear and moment diagrams for the loading given. The quantity El is the same for each span. 500 kN ay 4 7.5 m 10 m 15m 10m-
Determine the reactions, and construct the final shear and moment diagrams for the loading given. The quantity El is the same for...
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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. 6 m 50 KN 200 kN.m 9 m 3 m Fig. (5)
6) Determine the reactions at the supports. EI is constant. The bearings exert onlya vertical force on the shaft IE Io
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
8-55 : Determine the vertical displacement of point C. EI is
constant. Use the method of virtual work.
-55. Determine the vertical displacement of point C. El is constant. Use the method of virtual work. $-56. Solve Prob. 8-55 using Castigliano's theorem. 80 kN m 20 kN B 4 m Probs. 8-55/56