draw shear and moment digram
Please find all reactions with Moment Distribution Method & draw shear/moment diagrams. Please show all work. Thank you in advance! Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
2. Draw the moment and shear diagrams for the statically indeterminate structure given below. El is constant. 90 kip 10ft 20ft 10ft
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...
Draw Shear and Moment diagrams q-1 k/ft M=12 k-ft 8 ft 8 ft
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.1-P16.5 by using the moment-distribution method. 2 k/ft 36 f24 ft El- constant E -29,000 ksi 1-1,530 in.4
draw moment and shear diagram 30 k 2 k/ft B с -6ft -10 ft 4k ие
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...
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
Find all forces and draw a shear and moment diagram. 10 kip 25 kip 1.5 kip/ft 1-5 kiple 5 kip-ft 7 kip-ft A B са 8ft eft 8ft A Tallow= 24 ksi Callow = 14.5 ksi >(bending + shear)