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P5.47. For the frame in Figure P5.47 . draw the shear and moment curves for all...
P- 18 kips 6' Draw the shear and moment curves for each hinge member of the...
P- 18 kips 6' Draw the shear and moment curves for each hinge member of the frame in FigureSketch the deflected shape. Treat the shear plate connection at C as a hinge. D E g(25 Points) 12' w 6 kips/ft
For each beam, draw the shear and moment curves label the maximum values of shear and...
For each beam, draw the shear and moment curves label the maximum values of shear and moment, locate points of inflection, and sketch the deflected shape. 200 kip. ft 170 kip. ft 100 kip ft D E
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1 . Draw a sketch of the deflected shape. The spans are 30-ft long each (total of 90-ft), the concentrated loads are eac...
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1 . Draw a sketch of the deflected shape. The spans are 30-ft long each (total of 90-ft), the concentrated loads are each 120 kips, and placed at the center of left span and the free end. El is constant. Left support is a pin and the other two are roller supports. 120 kips 120 kips Figure P-1
1-(25%) Draw shear and moment diagrams for the beam shown...
For beam given below Draw the shear- and moment diagrams. Label all important values of shear...
For beam given below Draw the shear- and moment diagrams. Label all important values of shear and moment. nclude the conventions for shear and moment directly on the diagrams Sketch the deflected shape To reeiv leredr you mus ue astraighto sbwg ns 3 kips 12 kip-ft 4 ft 4 ft 4 ft
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...
A frame structure is shown in Figure 1, in which points A, B and C are all pins (a) Draw the shear and moment diagrams...
A frame structure is shown in Figure 1, in which points A, B and C are all pins (a) Draw the shear and moment diagrams for the frame, and determine the shear and moment at points D and E [20 marks] (b) Calculate the horizontal deflection of the frame at joint F use virtual-work. EI for all members are the same and is a constant. [20 marks] 0.25 m 0.75 m C D 0.75 m 0.75 m 00 N/m 60...
1. (60 points) Draw axial, shear, and bending moment diagrams for the frame shown below. Draw...
1. (60 points) Draw axial, shear, and bending moment diagrams for the frame shown below. Draw one set of P, V, and M diagrams for Column AB, one set for Beam BE, and one set for Column DF. There is a fixed support at A and applied forces and moments as shown below. 500 lb 500 lb 5 k-ft 5 k-ft D 5 k-ft B 10 10' 10' E 500 lb/ft 10' 10' 5k s tiskt 5 k-ft 1k 2....
Q1:(33.33%) Draw the shear and moment elragrams, hable the maximum values of shear and moment, Locate...
Q1:(33.33%) Draw the shear and moment elragrams, hable the maximum values of shear and moment, Locate points of inflection, and sketch the deflected shape. 12 kips 15 kips kift 170 K.HU + ht test 1 & lt Q2 (33.33%) Find ye, TAC, TBC for the cable shown. 40 ft cable Length. I A 14C 10pt 15 ft 158
A compound frame is subjected to a set of loads as shown in Figure 4 20...
A compound frame is subjected to a set of loads as shown in Figure 4 20 kips w= 5 kips/ft OTO Behinge Figure 4: Compound frame with UDL and point load Draw the shear and moment diagrams for each member of the frame. Hints: (1) Break the frame at hinge B to solve for all the reactions (2) Treat segment BCD as a single member
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let...
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=5.0 ft, c=5.0 ft, d=3.0 ft, w = 11.5 kips/ft and P = 63 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 X B D E a b d For this loading, calculate the reaction forces Ay and Ey acting on the beam. Positive...
P- 18 kips 6' Draw the shear and moment curves for each hinge member of the frame in FigureSketch the deflected shape. Treat the shear plate connection at C as a hinge. D E g(25 Points) 12' w 6 kips/ft
For each beam, draw the shear and moment curves label the maximum values of shear and moment, locate points of inflection, and sketch the deflected shape. 200 kip. ft 170 kip. ft 100 kip ft D E
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1 . Draw a sketch of the deflected shape. The spans are 30-ft long each (total of 90-ft), the concentrated loads are each 120 kips, and placed at the center of left span and the free end. El is constant. Left support is a pin and the other two are roller supports. 120 kips 120 kips Figure P-1
1-(25%) Draw shear and moment diagrams for the beam shown...
For beam given below Draw the shear- and moment diagrams. Label all important values of shear and moment. nclude the conventions for shear and moment directly on the diagrams Sketch the deflected shape To reeiv leredr you mus ue astraighto sbwg ns 3 kips 12 kip-ft 4 ft 4 ft 4 ft
A frame structure is shown in Figure 1, in which points A, B and C are all pins (a) Draw the shear and moment diagrams for the frame, and determine the shear and moment at points D and E [20 marks] (b) Calculate the horizontal deflection of the frame at joint F use virtual-work. EI for all members are the same and is a constant. [20 marks] 0.25 m 0.75 m C D 0.75 m 0.75 m 00 N/m 60...
1. (60 points) Draw axial, shear, and bending moment diagrams for the frame shown below. Draw one set of P, V, and M diagrams for Column AB, one set for Beam BE, and one set for Column DF. There is a fixed support at A and applied forces and moments as shown below. 500 lb 500 lb 5 k-ft 5 k-ft D 5 k-ft B 10 10' 10' E 500 lb/ft 10' 10' 5k s tiskt 5 k-ft 1k 2....
Q1:(33.33%) Draw the shear and moment elragrams, hable the maximum values of shear and moment, Locate points of inflection, and sketch the deflected shape. 12 kips 15 kips kift 170 K.HU + ht test 1 & lt Q2 (33.33%) Find ye, TAC, TBC for the cable shown. 40 ft cable Length. I A 14C 10pt 15 ft 158
A compound frame is subjected to a set of loads as shown in Figure 4 20 kips w= 5 kips/ft OTO Behinge Figure 4: Compound frame with UDL and point load Draw the shear and moment diagrams for each member of the frame. Hints: (1) Break the frame at hinge B to solve for all the reactions (2) Treat segment BCD as a single member
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=5.0 ft, c=5.0 ft, d=3.0 ft, w = 11.5 kips/ft and P = 63 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 X B D E a b d For this loading, calculate the reaction forces Ay and Ey acting on the beam. Positive...
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