6b.1 Draw the influence lines for: All reactions (MA, Rc, Re, Rg, MH) Shear at B,D...
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.
1-Draw the influence line for: a) b) c) d) e) The moment at A The shear force at C The moment at C The vertical Reaction at B The moment at B
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
(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
Draw the influence lines for reactions RA, and RC of the beam below-given a=6 ft, b=6 ft, c=4 ft. Assuming that the span can be loaded with a 3.7 kips/ft uniform load of variable length, determine the maximum negative (down)value of the reaction RA in kips. Do not include the - sign. 000 Rc - a - obstaco
A B C D E F 8' 8' 8' 8' 8' civil engineering Draw influence lines (show the values and locations for all key points) for the following: Karagi programoginta a) Influence Line for Vertical (upwards) Reaction at F, Fy b) Influence Line for Vertical Reaction at B, BY c) Influence Line for Positive Internal Shear Force just to the right of D, Veight d) Influence Line for Positive Internal Bending Moment at B, M, e) Maximum value of By...
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...
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...
1. (40 pts.) HingeHinge 6 m 6 m 6 m 6 m Consider the given continuous beam above and a) Use Müller Breslau Principle and draw the influence lines of the vertical support reaction at C, shear force at B and moment at B. Calculate the ordinates at the points A, B, C, D, E, F and G. (30 pts.) e the maximum positive shear force at B considering the following loading below. Also show what will be the loading:...
⑥ FOR THE Follow 'No BEAN, DRAW THE INFLUENCE Lo THE REACTIONS AT B, D, AND F, AS WEL AT D. LASTLx, PosiTioN THE HS 20-4 LANE LOADIG MoMENT AT E HINGE 8K (m) MAxiMum EFFECT 8K 32 3 IY TD 30 Fr. use SPACING THAT MAXIM STRESs