(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
Using STATICS DRAW the INFLUENCE LINES for the VERTICAL REACTION AT "A"
(Influence Line Truss) Problem 3. Using STATICS DRAW the INFLUENCE LINES for the FORCE IN MEMBERS FG. SHOW ALL VALUES. LABEL ALL POINTS. MAGNITUDES, AND DISTANCES, Assume the support 'A' is a pin, and 'E is a roller. (6 points) FREE BODY DIAGRAMS & CALCULATIONS H 15 ft A B C D 200 | 2004-2005-2011 IL FFO What is max IL FFG TT T Arial 3 (12pt) > > Path: P Words:0 OLIETION 16 points Save
Draw the influence lines for: a. the vertical reaction at A b. the shear pin just to the right of A c. moment at C Here, C is a fixed support, A is a roller support and B is a pin. 8 ft
Problem No.4: For the following beam, draw the Influence lines for: a) reaction at A, b) shear at C, and c) moment at C. Also show your necessary calculations AND values on ILDs: (10 points) 6 m
Draw the influence lines for (a) the vertical reaction at B, (b) the moment at C, and (c) the shear sust o the ight of the support at A Sove this probiem using the basic method of Sec 6 1 Prob. 6-3 6 ft 9 It
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1. Draw a sketch of the deflected shape 2-(25%) Using moment area method, for the beam shown in Figure P-2 find deflection at A. Also, determine the location and value of the maximum deflection in span BC. El is constant 3-(25%) For the frame shown in Figure P-3-find member frees and draw shear and moment diagrams. 4-(25%) Draw/ influence lines for shear to the left of A, shear at B, and...
AP1: a) Draw the influence lines for the vertical reaction at pt. C (Cy), shear at mid-span between B & C, and the bending moment above the support at pt. B Determine the maximum absolute values of each quantity due to the moving load as it travels across the bridge. Consider truck travel in either direction. b) 2400 lb 1800 lb 10 ft 15 ft15 ft15 ft--
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
Draw the influence lines Question 6 (8 marks) Consider the moving load Pm 1 that may be applied to the structure shown below in Figure 6. Note that support A is a pin support and supports B and C are roller supports. Figure 6 In the spaces provided below, draw the Influence Lines for (i) the shear force at point E, (i) the bending moment at point E, and (ili) the bending moment at point D (i) Influence Line "VE...
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.