Draw the internal force diagrams (N,V,M)
a = 3m
b = 30m
F1 = 32N
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
Determine the support reactions and draw internal force (V, M) diagrams for the continuous beam shown in the figure due to the uniformly distributed load and the support settlements of 15 mm at support B, 36 mm at support C and 18 mm at support at D. 32 kN/m о. В 15 mm Со. 36 mm 18 mm 5m - 5m 5m - E = 200 GPa 1 = 1705 x 10 mm
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
Normal force N, shear force V and bending moment M for the frame shown in the figure The method of cutting diagrams (using 8 cutting points in the figure and their calculations draw on paper). please help.course name is building static 1. 15 kN/m 20 kNm 5 +6 T 2 m 3m a 20KN 7 B 2 A 8 HA 30 kN tu 3m . 2 4 3
#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...
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
Draw the Shear Force (V) and Bending Moment (MI) 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 (1) 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 y 10 kN/m A - Tu (21) 1.5m 11...
draw axial force, shear force and bending moment diagrams 2m 4'm 30 kN 2m 50 kN 4m A 3 m 1m -3m 1.5m
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)
Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions as a check on your work. 6 KN 5 kN/m 6 kN.m La mtu2m + 2m + 2m- 3 m 3m + +3m- 3m Questions: When x = 0.5 m, V = kNm When x = 3.2 m, V = kN.m When x = 6.0 m, V = kN.m When x = 8.2 m, V = kN.m The maximum (absolute value) shear...