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Problem 1 (30 pts) Problem Statement A propped cantilever beam, with an internal hinge at D,...
Problem 3: The statically indeterminate propped cantilever beam is supported by a roller at A and...
Problem 3: The statically indeterminate propped cantilever beam is supported by a roller at A and is fixed at B. The beam is subject a uniformly distributed load and concentrated moment as shown. E is 29000 ksi and 1 is 400 in Determine the equation of the moment as a function of x. b) a) Determine the equations of the beam slope and deflection as a functions ofx (do not substitute the values of E and I c) Find slope...
For the beam of Problem 8.27, determine the maximum positive and negative shears and the maximum positive and negative...
For the beam of Problem 8.27, determine the maximum positive and negative shears and the maximum positive and negative bending moments at point E due to a concentrated live load of 40 k, a uniformly distributed live load of 2 k/ft, and a uniformly distributed dead load of 1 k/ft. Reference: Problem 8.27 8.27 Draw the influence lines for the vertical reactions at supports B, D, and G and the reaction moment at support G of the beam shown in...
Question 1 (30 points) Hinge Hinge Draw the influence lines for A) reaction moment at G...
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
Problem 3 (30 points). The beam shown below has an internal hinge at point C: (a)...
Problem 3 (30 points). The beam shown below has an internal hinge at point C: (a) [10 points] Draw the influence line for the reaction at B, RB. (b) [10 points] Draw the influence line for the moment at E, Mg. (C) [10 points] Determine the maximum bending moment generated by the moving truck load shown below. 20 k 20 k 5k B A с D 5 ft 5 ft E 5 ft 5 ft 10 ft 10 ft
Problem 1 Consider the cantilever beam shown below. This beam is loaded with a downward pointing...
Problem 1 Consider the cantilever beam shown below. This beam is loaded with a downward pointing point load that moves horizontally along the top of the beam. The position of the load from point A, the fixed point, is denoted by x. An influence line diagram showing the internal moment at point B as the load moves across the beam is also shown below 1 kip x, Position of load from Point A (ft) 24 Moment at Point B (kip-ft)/kip...
For the beam shown in Fig. 9.5(a), determine the maximum positive and negative shears and the...
For the beam shown in Fig. 9.5(a), determine the maximum positive and negative shears and the maximum positive and negative bending moments at point due to a concentrated live load of 90 kN, a uniformly distributed live load of 40 kN/m, and a uniformly distributed dead load of 20 kN/m. А B с 3 m - 3 m 6 m (a) cm | قمة | А с D B D A B -2 (e) Influence Line for Mc (kN-m/kN) (b)...
The beam below is loaded with a uniformly distributed live load w (per foot). The distance...
The beam below is loaded with a uniformly distributed live load w (per foot). The distance between B and C is 24', and the cantilever between A and B is 4' long, and between C and D is 5'. Find these items for designing the beam: a) Moment Diagram b) Shear Diagram c) Maximum Positive Moment d) Maximum Negative Moment e) What value of w can be if the beam is made of a W12x210 shape if only elastic moment...
The Beam shown will be subjected to a concentrated live load of 100kN, a uniformly distributed...
The
Beam shown will be subjected to a concentrated live load of 100kN,
a uniformly distributed live load of 50kN/m and a uniformly
distributed dead load of 20kN/m.
45.) determine the maximum reaction at B
46.) determine the maximum positive shear at C
47.) determine the maximum negative moment at B
The beam shown will be subjected to a concentrated live load of 100 KN, a uniformly distributed live load of 50 kN/m and a uniformly distributed dead load of...
Q.3 (15 pts) For the beam shown below draw the influence line for Rc, Rp. VB,...
Q.3 (15 pts) For the beam shown below draw the influence line for Rc, Rp. VB, and Mg using either the equilibrium method or the Muller-Breslau principle. Use the influence line for MB to compute the absolute maximum and absolute minimum bending moment produced at B due to a uniformly distributed live load of 10 k/ft that may or may not be present anywhere on the beam. Use the influence line for Veto compute the absolute maximum shear force produced...
Up ompound beam is subjected to a uniform dead load of 200 lb/ft and a uniform...
Up ompound beam is subjected to a uniform dead load of 200 lb/ft and a uniform live load of 150 lb/ft. ermine (a) the maximum negative moment these loads develop at A, and (b) the maximum positive Shear these loads develop at D. Assume B is a hinge. El = constant. S: Live loads may be placed on any segment on the beam to maximize a function. Also, take advantage of the influence lines. There is load no point A...
Problem 3: The statically indeterminate propped cantilever beam is supported by a roller at A and is fixed at B. The beam is subject a uniformly distributed load and concentrated moment as shown. E is 29000 ksi and 1 is 400 in Determine the equation of the moment as a function of x. b) a) Determine the equations of the beam slope and deflection as a functions ofx (do not substitute the values of E and I c) Find slope...
For the beam of Problem 8.27, determine the maximum positive and negative shears and the maximum positive and negative bending moments at point E due to a concentrated live load of 40 k, a uniformly distributed live load of 2 k/ft, and a uniformly distributed dead load of 1 k/ft. Reference: Problem 8.27 8.27 Draw the influence lines for the vertical reactions at supports B, D, and G and the reaction moment at support G of the beam shown in...
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
Problem 3 (30 points). The beam shown below has an internal hinge at point C: (a) [10 points] Draw the influence line for the reaction at B, RB. (b) [10 points] Draw the influence line for the moment at E, Mg. (C) [10 points] Determine the maximum bending moment generated by the moving truck load shown below. 20 k 20 k 5k B A с D 5 ft 5 ft E 5 ft 5 ft 10 ft 10 ft
Problem 1 Consider the cantilever beam shown below. This beam is loaded with a downward pointing point load that moves horizontally along the top of the beam. The position of the load from point A, the fixed point, is denoted by x. An influence line diagram showing the internal moment at point B as the load moves across the beam is also shown below 1 kip x, Position of load from Point A (ft) 24 Moment at Point B (kip-ft)/kip...
For the beam shown in Fig. 9.5(a), determine the maximum positive and negative shears and the maximum positive and negative bending moments at point due to a concentrated live load of 90 kN, a uniformly distributed live load of 40 kN/m, and a uniformly distributed dead load of 20 kN/m. А B с 3 m - 3 m 6 m (a) cm | قمة | А с D B D A B -2 (e) Influence Line for Mc (kN-m/kN) (b)...
The beam below is loaded with a uniformly distributed live load w (per foot). The distance between B and C is 24', and the cantilever between A and B is 4' long, and between C and D is 5'. Find these items for designing the beam: a) Moment Diagram b) Shear Diagram c) Maximum Positive Moment d) Maximum Negative Moment e) What value of w can be if the beam is made of a W12x210 shape if only elastic moment...
The
Beam shown will be subjected to a concentrated live load of 100kN,
a uniformly distributed live load of 50kN/m and a uniformly
distributed dead load of 20kN/m.
45.) determine the maximum reaction at B
46.) determine the maximum positive shear at C
47.) determine the maximum negative moment at B
The beam shown will be subjected to a concentrated live load of 100 KN, a uniformly distributed live load of 50 kN/m and a uniformly distributed dead load of...
Q.3 (15 pts) For the beam shown below draw the influence line for Rc, Rp. VB, and Mg using either the equilibrium method or the Muller-Breslau principle. Use the influence line for MB to compute the absolute maximum and absolute minimum bending moment produced at B due to a uniformly distributed live load of 10 k/ft that may or may not be present anywhere on the beam. Use the influence line for Veto compute the absolute maximum shear force produced...
Up ompound beam is subjected to a uniform dead load of 200 lb/ft and a uniform live load of 150 lb/ft. ermine (a) the maximum negative moment these loads develop at A, and (b) the maximum positive Shear these loads develop at D. Assume B is a hinge. El = constant. S: Live loads may be placed on any segment on the beam to maximize a function. Also, take advantage of the influence lines. There is load no point A...
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