Find the stresses in members BC, BD, and CF for the truss shown in Fig. P-113. Indicate the tension or compression. The cross sectional area of each member is 1600 mm². 60 KN 3m Figure P-113 3m 90 KN 4 m DE 4 m F
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- answe 4.4.15.For the truss shown in Fig. P-4-4.15. determine independently the forces in bars BD, CD, CE and EFFor the truss shown in Fig. P-111, calculate the stresses in members AC, BC, and BD.The cross-sectional area of each member is 1.8 in2. Indicate tension (T) orcompression (C).Use the method of sections to find the magnitude and direction of the force in members CE and FC for the truss under the loads shown below in fig 1.3
- Q2: If 6 and determine the force supported by each member of the truss shown in Fig.2A reduced stress in compression is specified to reduce the danger of buckling. From the given loadings of the truss shown, find the cross-sectional areas of the following if stresses are not to exceed 20 ksi in tension and 14 ksi in compression. 11. Member AG a. 1.17 in² b. 1.65 in² c. 2.12 in² d. 1.00 in² 12. Member BC a. 4.15 in² b. 5.15 in² c. 6.15 in² d. 3.15 in² 3. Member CE a. 1.43 in² b. 2.36 in² c. 3.45 in² d. 1.00 in²#433. Compute the forces in bars AB, AC, DF, and DE of the scissors truss shown in Fig. P-433
- Determine the force in each member of the Warren truss shown in Fig. 4.19(a) by the method of jointsa roof truss si shown in the fig. and loded as such. if force P=90.72kN, find the force in member BC (in kN). Neglect H1, H2, H3. use a=3m, b=3m.Use the method of joints to find the force in each member of the truss shown below in fig 5.2