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determine the value of the reaction at the supports including the hinge of the frames
For Problems 6.66 through 6.79, draw the shear and moment diagrams for the frames shown. Both supports are pin supports. (Ans: max V=-78.5 k, max M = 1339 kft) P6.71 80 k 13 50 k 30ft 10 ft Problem 6.71 (Ans: max V=-78.5 k, max M = 1339 kft) P6.71 80 k 13 50 k 30ft 10 ft Problem 6.71
Determine the reactions Ay and By at the supports A and B, respectively. Reaction By 2 kft 12 k.ft B 6 Itt 02.8 6.5 O 0.7
The following sections belong to two frames with different supports: Compare the slabs in frame A and B in terms of h and As (for example ha<hand Asa<Asg)(10 points). -22.50 m 12.40 km 0-22.50 m 12.40 km А B -0.40m -0.40m
20 point the feed to determine the reaction at the supports, drew the show and moment diam. Assume A is fixed and is a roller. El is constant the shear and moment diagrams on your hand call sheet Loading 1 + Equation + PL ЗЕ/ at x2 0.. = PL 2ET - GET (2 – 3Lx?) at x L L MacBook Air A Quinta HY PZ 27 atr=L Sen - 3Lx) isk A 10'6" Floº - MacBook Air 8 /R7...
Question 1 (30 points) Hinge Hinge Draw the influence lines for A) reaction moment at G b) shear and bending moment at E c) Determine the maximum positive and negative shears and the maximum positive and negative bending moments at point E due to (i concentrated live load of 160 kN, (ii) uniformly distributed live load of 28 kN/m with 2 m length
Determine the reactions at hinge A and the tension in the cable at B in kilonewtons. (Assum 890 N/m Cable 420 N/m 3 m 1 m - KN TB = KN magnitude direction 6 KN magnitude direction
Problem 2-35 points) For the beam and loading shown, determine the reaction forces at the supports.
If supports A and B have only vertical reaction. Determine the resultant internal loadings acting on the cross section at C of the beam shown in the figure. ).5 kN/m
Question 2 [20 MARKS] Using virtual work theory, determine the reaction at supports C, A, and E for the frame shown in Figure 2. El =137500 kNm2 10 kN/m 7 D 10 m 5 m A E Figure 2 Question 2 [20 MARKS] Using virtual work theory, determine the reaction at supports C, A, and E for the frame shown in Figure 2. El =137500 kNm2 10 kN/m 7 D 10 m 5 m A E Figure 2