PROBLEMS 6-1. Draw the influence lines for (a) the moment at C, (b) the reaction at...

Question

Question

PROBLEMS 6-1. Draw the influence lines for (a) the moment at C, (b) the reaction at B, and (c) the shear at C. Assume A is pi

3 m 3 m - - - 3 m Probs. 6-1/6-2

Answer 1

Answer #1

Afor ILD Consider unit loced Moving From A to D Hencey ILD fa Moment @ c is abe = 1.5 : 1.5 F rom Moment when load @c = 3x3 =

Answer 2

Similar Homework Help Questions

Problem #2 6-7. Draw the influence lines for (a) the moment at B (b) the shear...

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.
Draw the influence lines for (a) the vertical reaction at B, (b) the moment at C,...

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
Draw/ influence lines for shear to the left of A, shear at B, and moment at C.

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...

I need the reactions, shear, and moment equations worked out as well as the diagrams 6-11....

I need the reactions, shear, and moment equations worked out as well as the diagrams 6-11. Draw the influence lines for (a) the vertical reaction at A. (b) the shear al C, and (c) the moment at C. Solve this problem using the basic method of Sec.6-1. 3 ft-_
Draw the influence lines for: a. the vertical reaction at A b. the shear pin just...

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
1) Draw the influence lines for the reaction force at A, the shear force at C...

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 No.4: For the following beam, draw the Influence lines for: a) reaction at A, b)...

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
Using STATICS DRAW the INFLUENCE LINES for the VERTICAL REACTION AT "A"

(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
For Problems 16.1 through 16.18, draw the quantitative influence lines for the situations listed. P16.17 Reaction...

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...

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