(40) 2- Draw the shear and moment diagrams of the beams shown below. 3 k/ft Internat Hinge 48 ft kips 12 kips 20,1 C B 6 6 6 12k 8 k 2 k/ft 3@4 m
Draw the shear and moment diagrams for the beam,and determine the shear and moment throughout the beamas functions of x for 0 ≤ x ≤ 6 ft and 6 ft ≤ x ≤ 9 ft.In the textbook solution above for 6<=x<=9, equation 3 has 1/2 * (x-6). Where does this come from?Also is there a way you could draw the shear/moment diagrams for 6<=x<=9 and derive the shear/moment equations using just calculus
draw the shear and moment diagrams for the beam Example 1 Draw the shear and moment diagrams for the beam. 300 N/m
Draw the shear and moment diagrams for the beam, and determine the shear and moment in the beam as functions of x for 0 < x <6 ft, and 6 ft < x < 9 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....
Draw the shear and moment diagrams 10 kl 72 k.ft 1061 8* 72 k.lt 8 kips 2 k/ft
Analyze the Frames shown below. Draw the shear and moment diagrams and sketch the approximate deflected shape Settlement at A = 1” and at C = .5” E = 30000 kis, I = 240 in4 2k/ft 8 k B EI EI 36 k-ft С 12'1 EI A 12' 8'
8. Determine and Draw the quantitative shear, bending moment diagrams and qualitative deflected curve for the following questions by using the force method 86 k FM B C А ID ΟΙΟ. 4 ft 4 ft 8ft
1 Draw the shear-moment diagrams for the simple beam with the two concentrated loads as shown in the figure below. 12 ft 8 ft Fe=20 kips Fc=15 kips
3) Draw the shear and moment diagrams for the beam, and determine the shear and moment throughout the beam as functions of x for 0 <=x<= 6 ft and 6 ft <= x <= 9 ft. 4 kip