Given the beam and the loading shown below, if L = 7 m,
w1 = 6 N/m and w2 = 21.5 N/m. Calculate the
vertical reactions at the supports.
THIS ASSIGNMENT CONTRIBUTES TO YOUR COURSE MARK Given the beam and the external loading shown below, if L12m, w1700 N/m and w2 1,280 N/m, calculate: the magnitude and location of the equivalent resultant force (a single equivalent force, for the whole loading block, NOT two equivalent forces from dividing into rectangular and triangular stress blocks). the reactions at the beam supports. W2 Units Resultant force FrNumber tolerance 1 N, magnitude only) Uni Location Xbar Number (tolerance 0.1 m, measured from...
Determine the reactions at the supports of the beam which is
loaded as shown.
Assume w1 = 600 N/m, w2 =
220 N/m, a = 7.1 m, b = 1.8 m.
Determine the reactions at the supports of the beam which is loaded as shown. Assume w1 = 600 N/m, W2 = 220 N/m, a = 7.1m, b = 1.8 m. w w OB b b d Answers Ax - N Ay = N By = N
400 N/m 6) For the given loading, find the reaction forces at the beam supports as shown in the given image. Sketch a complete FBD of the beam. - 3m- 3 m —
PROBLEM 7: Determine the reactions at the beam supports for the given loading. 200 lb/it |--6--1--6--
A beam with simple supports as shown below has external loading of three point loads and two different uniformly distributed loads. For this beam: a. Calculate reactions at points C and D b. Derive the equations (only), as a function of x, of both Shear Force and Bending Moment between points C and D only c. Construct complete Shear Force (V) and Bending Moment (M) diagrams for the entire beam, and graph them on the lines shown below. Make sure...
Consider the beam and the loading shown in (Figure 1) Suppose that L 13 m. ? Part A Determine the absolute maximum bending moment in the beam due to the loading shown. Follow the sign convention. Express your answer to three significant figures and include the appropriate units. Ms= 1 Value Units Submit Figure ? 1of1> < Return to Assignment Provide Feedback 20 kN 10 kN 5 kN 1 m 2m
For the loading shown in the below figure, knowing that wo 2 kN/m, the length of the beam is L 2 m, and the bending rigidity EI-204 kN-m2, a) Find the deflection equation for the beam by integration. Clearly specify the conditions to determine the constants of integration b) Find the vertical force needed at point A to prevent vertical displacement at point A (v(0)-0) c) Find the moment needed at point A to have zero slope at point A...
THIS ASSIGNMENT CONTRIBUTES TO YOUR COURSE MARK. Given the
forces P = 2.4 kN and Q = 4.6 kN and the height L = 12 m:
THIS ASSIGNMENT CONTRIBUTES TO YOUR COURSE MARK Q KN L m P kN P kN Given the forces P = 2.4 kN and Q = 4.6 kN and the height L = 12 m: 4 m 8 m 8 m 4 m How many zero force members are in this truss? Determine the forces...
Consider the beam and the loading shown in (Figure 1). Suppose
that L = 15 m.
Determine the absolute maximum bending moment in the beam due to
the loading shown. Follow the sign convention.
Problem 6.82 5of Consider The bearn and he loading shown in (Figue 1h Suppose ht L-15m Part A Datarmina ha ahanluta marimum handingmoment in tha haam dua tn the lacing shown Express your ยเ1ywerLo Ihre syrificart figures und include the appropriult units. Foliowtha sign convantion M-...
Problem 2 Determine the reactions at the beam supports for the given loading. 3.5 kN/m 15 kNm 6 m In