m2=950, w2=36, a=9, b=22. c. For the simply supported orthogonal frame, de- termine the support reactions....
w2= 12 b=6 c=13 a. For the simply supported orthogonal frame, de- termine the support reactions. Then draw the internal force diagrams (N, V, and M) and in- cluding all significant values w2
w1=12, w2=36,a=9,b=22. For the statically determinate system below, draw all three internal force diagrams (N, V, and M) and include all significant values. w1 w1 w2
DEFINE GIVEN: A simply supported beam 150 11/ 200 lb TTTI - - FIND: Support reactions N V, M equations at cut between 6 (origin starts at 1) Shes and moment diagrams (abel all changes) Absolute maximum shear and moment values SOLVE -- M-- VERTEX
4.) Cable DE holds a simply-supported beam with an internal hinge at B. Find the support reactions at hinge B 1 ft 9 ft 10 ft 2 k/ft 10 ft 30 ft
04 m 8 KN 2. A simply supported beam is shown below. a. b. c. Draw a proper FBD of the beam showing all the known and unknown forces acting on it. Determine the support reactions at A and B. Draw the shear (V) and bending moment (M) diagrams for the beam. 2500 lb 500 Ib/it 3 ft -3 ft 3 ft 3. Draw a proper FBD of member ABC showing all the known and unknown forces acting Determine the...
Q2(c) Figure Q1(c) shows a simply supported beam ABCD loaded as shown. The beam is pin-supported at D, while point B is roller-supported. Determine the support reactions. b) For span BC (2<x< 4) write down the x-dependent equation for moment. x should be measured from cnd A. Plot the shear force diagram and the bending moment diagram for the beam. Show all important values of the diagrams. d) Plot the deflected shape of the beam. c) 50KN 40kN/m 25kNm 20kN/m...
a=9,b=22, w1=12, Ay=93.7,By=170.3,Bx=0. For the statically determinate system below, draw all three internal force diagrams (N, V, and M) and include all significant values. w1
3. For the frame shown in Fig. 3, (a) (7%) determine the support reactions, (b) (6%) draw the free-body diagrams of member AB and member CBD; (c) (12%) replace the loading on the frame by a single resultant force, and specify where its line of action intersects member CD, measured from end C 150 N 500 N 3 m 3m 2 m 400 N -m 0.35 m 0.35 m 3 m 500 N 35° Fig. 3 Fig. 2 Fig. 1...
Q.3) In the frame shown, members AB, BC, CD, DEF and AF are pin-connected and supported by rollens at C, F and a pin support at D. Det ermine all support reactions and forces acting on members DEP and DC 2 3 kN/m 10. 2 m 2 m 2 Q.3) In the frame shown, members AB, BC, CD, DEF and AF are pin-connected and supported by rollens at C, F and a pin support at D. Det ermine all support...
Simply supported beam is loaded as shown in figure. (a) Compute support reactions. (3) (b) Draw Shear Force Diagram (SFD) to the scale. (c) Locate the point where shear force is zero. Do not use properties of similar triangles. (3) (d) Compute bending moment at all important points including point where shear force is zero. (4) (e) Draw Bending Moment Diagram (BMD) to the scale. (4) (1) Show deflected shape of the beam. Indicate which part is sagging and which...