For the K-truss shown, determine the following: 2 m 3 m 3 m 2 m F G H 1 kN 2 m J A B 1 kN The force acting on member IF. 0.40 T 0.40 C 0.36 T 0.36 C
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- Determine the design angle between struts AB and AC so that the horizontal force F has a component FBA which acts up to the left, in the same direction as from B towards A. Given:F = 400NFBA = 600Nθ = 30deg5 - In the plane truss system, whose loading condition is shown in the figure, there will be support reactions A and B, and rod forces 1,2 and 3. A is the fixed joint and B is the sliding joint. Loads on the beam P = 50 kN, All acute angles in the truss system are 45 degrees. Accordingly, S2 = ? a) 0B) 175C) 225D) 35.36E) 20016 -The stair beam in the figure will have support reactions. A support is a fixed, B support is a sliding joint. loads P1= 15 kN, P2= 30 kN, dimensions a = 2 m, b = 6 m, c = 4 m. Accordingly, Bx = ?A) 3.75B) None.C) 18.75D) 0E) 30
- Calculate and draw the internal forces created at H section of the bracket beam? a = 500 mm b= 200 mm Px= 15 Kn Py=0 Kn Pz = 10 Knf) the maximum bending moment in the beam. Enter your answer in kNm to 3 decimal places.Determine the vertical and horizontal displace-ments at A of the pin-connected structure in Figure P9.31.Given: E = 200 GPa and A = 500 mm2for all members.
- 31 -Loading status in figure q= 4 kN ⁄ m, P = 48 kN in the bar dimensions L= 2 m and e= 0.5 m. The cross-sectional effects at point E will be calculated. A is fixed, B is sliding joint bearing. Accordingly, the shear force at point E T=? a) 2B) 4C) 14D) 0E) 6The length of the 3/32 in.diameter steel wire CD has been adjusted so that with no load applied, a gap of 1/16 in. exists between the end B of the rigid beam ACB and a contact point E. Knowing that E=29 X 10⁶ psi, determine where a 50-lb block should be placed on the beam in order to cause contact between B and E.What is the VERTICAL and HORIZONTAL reaction of the support at B?use :x = 137y = 37a = 6b = 8c = 1
- Find the support reactions at A, B, C, and D. Assume E = 200GPa, and I = 1705 x10^6mm4Determine the shear value when x = 6m (from the left) for the beam shown Where: P1 = 51kN; P2 = 42 kN; W1 = 11kN/m; W2 = 21kN/mA W 12 x 65 is used as a beam which has full lateral bracing. It has a span of 8 m.Prop. of W 12x 65d = 307.85 mm ; Zx = 1586 x 103 mm3bf = 304.80 mm ; Fy = 345 MPatf = 15.37 mm ; E = 200000 MPatw = 9.91 mm ; DL = 12 kN/mSx = 1440 x 103 mm3 ; Sy = 477 x 103 mm3a) Determine the flexural design stress of the beam. (ANS: Mn=483.33kN.m)b) Determine the safe concentrated live load at the center that this beam could support. Resistance factor ø = 0.90. (ANS: PLL=115.04kN)c) Determine the yield moment of the beam. (ANS: My=496.8kN.m) Please give full and detailed solution. (Answers are need the solution)