y A 1 m -2 m- 4 m B D Ꮿ Ꭰ C 1 m 8 kN +
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The cable supports the loading shown. Determine the distance y and the tension in cable BC. Set P = 3 kN. Please provide any figures, equations, and work necessary.
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- Q2 All members of the truss in Figure Q2 are to be fabricated from the same stock of thin-walled, round, steel tubing. Two external loads are exerted at the edge of lower part of member BF and CE with magnitudes of 10kN and 15KN, respectively. The loads are placed in a vertical position abiding gravitational direction. Analyse the truss structures based on the instruction listed. (i) Among all rods of the truss shown in the figure, there is a member that supports no loading known as a zero-force member. Figure out the member(s) with solid justification. (ii) The truss is supported with two surface forces as shown. Determine the magnitude and direction for each support reaction. (iii) Determine the axial stress in all rods of the truss by mentioning either the rod is experiencing compression or tension.ENGINEERING MECHANICS (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS AND FBD LEGIBLY. NO LONG EXPLANATION NEEDED. ANSWER IN 2 DECIMAL PLACES. BOX THE FINAL ANSWER.)TO 14 A B Criven: L₁ = cm L2 = (0,85, -35 > cm 13 144 F₁ = KN Fu = < 25, -25, -357 kN Find moment of force about o along line ŌA in unit KN-m
- The symmetrical two-pinned arch shown in Fig. P.16.22 comprises two segments each having a radius of 8 m. Calculate the horizontal reactions at the supports and the bending moment at the crown; the section properties are uniform throughout. Ans. 20.4 kN, 58.7 kNm.Resolve the 500N force into x- and y'-componentsDraw the FDBS of member ADB and BEC 1 m 1 m В C E 1 m D 1.6 m