Solution is attached in the image below.
With axial shear and bending moment daigram.
w1=12, w2=36,a=9,b=22. For the statically determinate system below, draw all three internal force diagrams (N, V,...
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
Draw the internal force diagrams for the system below. For full credit, include all significant values. 6. Draw the internal force diagrams for the system below. For full credit, include all significant values. (10 pt.) KN w3 f,=112 [kN] W3 = 36[kN/m] a=13 [m (= 15 [m] d=9 [m] u P F; [kN] A B
m2=950, w2=36, a=9, b=22. c. 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 M2 A.
Draw the internal force diagrams for the system below. For full credit, include all significant values. 7. Draw the internal force diagrams for the system below. For full credit, include all significant values. F2 = 80 [kip] F2 [kip] w ( Wz = 36 [kip/ft] 6 = 6 [ft] a=13 [ft B b (a+b)
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
Distance [Length] a = 9 b = 6 c = 6 d = 15 Concentrated Forces [Force] F1 = 80 F2 = 60 F3 = 108 F4 = 110 Distributed Forces [Force/Distance] w1 = 12 w2 = 12 w3 = 8 w4 = 20 Concentrated Moments [Force * Distance] M1 = 680 M2 = 570 M3 = 900 M4 = 1320 Angles [Degree] alpha = 21 beta = 10.6666666667 gamma = 49 delta = 46.6666666667 Spring Constants [Force/Length] k1 =...
Draw the internal force diagrams (N,V,M) a = 3m b = 30m F1 = 32N
Question 1. Statically Determinate Frames (15 Marks) For the fame below: (3 marks) a) Find reactions, vertical and horizontal b) Draw Shear Force Diagram SFD, showing all significant values (5 marks) c) Draw Bending Moment Diagram BMD, showing all significant values (5 marks) (2 marks) d) Sketch deflected shape 4 kN/m 100kN 3 3 10m
When w1 = 10 kN/m, w2=8 kN/m, w3 = 2 kN/m, a = 3 m and b = 3 m for the system shown below, determine the internal moment in kN.m at a section passing through point C. Thereafter, choose the correct answer from the values provided below.
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam shown in figure using "Force Method”. The (roller) support at “B” settles 35 mm. The moment of inertia is given by (I) for regions "AB", "BC" and "CD"; however it is equal to (21) for the region “DE”. (“B” is the roller and “E” is the fixed type of support). [The flexural rigidity: EI=40000 kNm] 60 KN 10 kN/m B (21) 1.5 m 1...