Please help with problem 1 and 2 thank you Problem 1 Construct the influence lines using...
Construct the influence lines for (a) the reaction at D, (b) the moment at C, and (c) the shear at C, (d) the moment at B, and (d) the shear just to the left of B. h 6 ft + 7ft + 5 ft + 4 fty
(Influence Line Creation) Problem 1. Using STATICS DRAW the INFLUENCE LINES for the VERTICAL REACTION AT "A", the SHEAR AT "E", and the MOMENT AT "E". SHOW ALL VALUES. Assume the support 'A' is a pin, "B" and "D" are rollers, and "C" is a hinge. (12 points) FREE BODY DIAGRAMS & CALCULATIONS
please I need the answer immediately..thanks. Q4: Using the Muller-Breslau principle, construct the influence lines for: (a) the vertical reaction at B, (b) the shear at C, and (c) the moment at C. Show through calculations the values on the IL diagram at critical points. [20 Marks) A B 1.5 m 2 m Im + 1.5 m 1 IL for By IL for V IL for Me
Problem #2 6-7. Draw the influence lines for (a) the moment at B (b) the shear at B, and (c) the vertical reaction at A. Solve this problem using the basic method of Sec. 6.1. Hint: The support at C resists only a horizontal force and a bending moment.
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine the bending moment and shear force at section C due to the loading as shown in the figure. 2. 3. There is a distributed live load (w#2.5kN/m) which can vary the location along the beam. Determine the location of the live loads which create the...
1) Draw the influence lines for the reaction force at A, the shear force at C and the moment at C. Show all the values. faA 2m 2 m 2 m 2) The Beam of problem #1 is subjected to uniform dead load 0.8 kN/m and uniform live load of 2 kN/m and a single live concentrated force of 20 kN. Determine (a) the maximum reaction force at A, (b) the maximum positive shear at point C, and (c) the...
Problem 1. For the beam below, use either the "tabulated values" method or the influence-line equations" method to: (a) Draw the influence lines for reactions A, and MA. (b) Draw the influence lines for the reaction at C. (c) Draw the influence lines for the moment at C. (d) Determine the maximum positive and negative values of the reactions at A and C if the span can be loaded with a 1.2kips/ft uniform load of variable length and a Skips...
I just need help with part 2. Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=9.0 ft, c=5.0 ft, d=4.0 ft, w = 8 kips/ft and P = 75 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. W A B с D E b d For this loading, calculate the reaction forces Ay...
For Problems 16.1 through 16.18, draw the quantitative influence lines for the situations listed. P16.17 Reaction at A, shear at section 1-1, and moment at C. (Ans: load @ B: V1-1 = 1.0, 0.0, MC-45 ft,-30 ft) C: B'-Shear release 30 ft 15 ft 30 ft Problem 16.17
For Problems 16.1 through 16.18, draw the quantitative influence lines for the situations listed. P16.13 Reaction at A, shear just left of C, and bending moment at C. (Ans: load @ B: VC-left =-1.0, MC =-30 ft) Moment release co A. B-r Problem 16.13