Determine the Shear, axial load and moment at 2 meters from A,
at B and half of BC.
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Determine the Shear, axial load and moment at 2 meters from A, at B and half...
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...
Find the axial, shear and moment diagrams.A, C and D are pin and
B is fixed. Show reactions calculation. Thanks
20 kN + + 20 KN + 1.5m- |--1.5m B I 30 kN 2m I CI 15 kN/m 4 m
(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
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....
Problem 3: Shear and moment at a point Determine the internal shear and moment half-way between point A and B. Support A is a roller and B is a pin. | M = 12 kN: m w = 3 kN/m " | | | 6 m
Plot the shear and moment diagrams for the beam loaded with both the distributed load and the couple. Then answer the questions. 170 N/m 3.3 kN m В А 2.7 m 2.7 m 3.9 m 2.7 m Questions: At x 0.6 m, V= N, M N m i At x - 4.3 m, V = N, M= N m i i At x 8.4 m, V= N, M N.m i At x 10.7 m, V = N, M = i...
Determine the equations for shear and bending moment
for beam shown. Use resulting equations to draw the shear and
bending moment diagrams.
60 kN/m 30 kN/m Hinge B 10 m 5m FIG. P5.26
Calculate the reaction force and moments then draw a
complete shear and moment diagram
3 kips/ft. 3 kN/m 7 kN 80 lb./ft. 500 lb. B A В LA 200 lb. 300 lb. 6 ft. 10 ft. 6 ft. 172 m 12 m 3 m 5 ft. 5 ft. 5 ft. 5 ft.
Q2 (10 points): Draw the shear and moment diagram of the beam below. The load distribution varies linearly from 0 kip/ft at Point A to 2.0 kip/ft at Point B and then to 0 kip/ft at Point C. 2 k/ft 4 ft - 12 ft 12 A
\Please help me to do part (c)Part c) Using the shear and
moment diagrams created for the beam shown in “c” determine the
maximum bending stress created for the largest positive bending
moment and the largest negative bending moment. Consider the beam
to be a W 12 x 79.
Part a) Draw the shear and bending moment diagrams. Clearly show the values, slopes, and degree of curves (e.g., parabola, 3rd degree polynomial). 10 k 20 k 20 k 75 kN...