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- k * 3m 3m A с 3m 4m (10) (5) 20 KN 3m (10) D (10) B Answers in structures lectures : Analyze the structure as shown in Fig. belows Area = ( ) cm² Ib=100 * 10³ cm4, E = 20*10³ kN/cm² 4m (5) (10) 1 E 2 Members CD, BD, DE, EF, DF & CF are truss members' Member AB is a frame member ·30.6kNim A 15.1 KN 20 KN ETABS Answers: R₁ = 15.103 kN; MA= 30.61 kN.m, FBD = 4.897 KN 4.9 KNQy For the truss shown in Fig. (1) Find All reactions note: All Area of the members = 3 EI Constant A E 3m 10KN G 3m 10 F OTO 4m 4mQy For the truss shown in Fig. (1) Find All reactions note: All Area of the members = 3 EI Constant E 3m 10KN G₁ 10 N 10% 3m Fig. (1) F B 4m 4m 4m
- 5, Most structural beams are neither clamped-clamped nor simply sup- ported, but can be considered to have partial fixity. Determine the character- istic equation for the beam below, where 0 ≤8 co is a parameter controlling the amount of rotational restraint. See Fig. 5 vlx.c ₁-(2) Fig. 5Q.1 what is the degree of static indeterminacy of plane truss structure shown in figure? pa 2014 K m J=12 (-25-24 WThe truss shown in the figure is applied with force P= 5kN %3D 1.50 m 1.50 m 150 m 2 m 2 m What is the force in member DE in kN? A.
- Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. by using the method of consistent deformations. Select the reaction moment at the fixed support to be the redundantThe bending moment value at C for the ,4 * beam shown in fig is 20kN/m D B A 40KN 3m 2m 2mIn Fig.4, The truss shown is under 2 k tension force. Use consistent deformation method to find the internal forces in all members. Hint: Select member AC as a redundant. 2k Fig.4 AE: Constant 3 ft 2k
- For the shown in Fig (5), find the force in members "a and busing approximate analysis. 2008 40KN 4M 25KN SIAN Fig.:45)The cracked moment, Mcr of the beam shown in Fig.(5), isFigure P24.25a shows a uniform beam subject to a linearly increasing distributed load. The equation for the re- sulting elastic curve is (see Fig. P24.25b) EI dx Note that the analytical solution for the resulting elastic curve is (see Fig. P24.25b) Wo(-x +24x -L*x) 120 EIL Use bvp4c to solve for the differential equation for the elastic curve for L 600 cm, E 50.000 kN/cm2, I 30,000 cm, and w 2.5 kN/cm. Then, plot both the numerical (points) and the analytical (lines) solutions on the same graph.