P- 18 kips 6' Draw the shear and moment curves for each hinge member of the...
P5.47. For the frame in Figure P5.47 . draw the shear and moment curves for all members. Next sketch the deflected shape of the frame. Show all forces acting on a free-body diagram of joint C. 20 kips W = 5 kips/ft E B hinge P5,47
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 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...
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...
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
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
2. For the beams shown, draw a new picture of the beam's centerline (i.e., draw the beam as a line, but with the proper supports, hinges, etc.), then sketch the deflected shape on your drawing. Indicate the positions of any points of inflection. a) 3 kips 12 kips 195 kip .ft hinge を 3kips 12 kips 195 kips 、D = 15 kips 5 ft 15 Shear (kips) 75 Moment (kip-ft)
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....
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
Help with the shear and moment diagram SHEAR AND MOMENT DIAGRAM: Draw diagram (20pts.) and label the parts of the load diagram and shear and moment 23. For the given frame draw the shear and moment diagram of each member 22 kN/m 5 m Hinge 5 m 110kN 1475 FOR MEMBER AC FOR MEMBER CE 27 FOR MEMBER EG /47s llD Page d of 4