determine reactions at A, B, and E?6 KN8 KNN/mBDE|-2m- 2 m -- 2 m -4m --4m

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Answered: determine reactions at A, B, and E? 6…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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• A bin holds three cylinders, each weighing 1200 N. The diameter of each cylinder is 600 mm. Assume frictionless surface. W А В Given: W W= 1200 N ERE C d = 0.6 m Determine: a.) Force at Point A b.) Reaction at Point D RF RG c.) Reaction at Point G ->
Pls proper steps with fbd and all. Find sigma Fx, Fy and Mb the reaction of B and A
30 kN/m B A -10 m- Determine the Reaction at B in kN.
2. For the structure shown, determine the weight (W) that can be suspended for the system to be in equilibrium. Also, determine the reactions at fixed support C and member FG. 465 kip 7 t 15 R1ft- 40 8 ft- Given: (figure) Required: (a) W so that system will be in equilibrium; (b) Cx, Cy, Mc and FrG
Determine w = 6 k/ft A Ax = By = Ay = the Reactions at A and B, given: P=28 k 0 = 60° L1 = 4 ft L2=2 ft !! W 2 L12 ftL2 Choose... Choose... P Choose... + 0 B
STATICS OF RIGID BODIES. PLEASE ANSWER ASAP THANK YOU FOR A RATE
Problem 2.4.13 2.4-13 A tube structure is acted on by loads at B and D, as shown in the figure. The tubes are joined using two flange plates at C that are bolted together using six 0.5-in. diameter bolts. Flange plate 3P at x= 3L4 Bolt 2P at x = L/4 EA EA/2 (a) Derive formulas for the reactions R4 and Rp at the ends of the bar. to L4 L L4 to L/4 L/4 Flange plates at C joined by six bolts Á l, 1B ID PROBLEM 2.4-13 (b) Determine the axial displacements &g, dc, and 8p at points B, C, and D, respectively. (d) Find the maximum value of the load variable P if allowable normal stress in the bolts is 14 ksi.
B 300 mm ↑ 15 mm 70 KN 70 KN 20 mm 500 mm Steel Aluminum AMIN ATTIV 70 kN 70 KN + Rc A steel rod (20 mm diameter) 500 mm long is connected to two parallel aluminum rods (15 mm diameter) each 300 mm long via a rigid plate as shown. Two 70 kN loads at applied at the end of each aluminum rod. The structure is fixed at both ends resulting in a statically indeterminate system that can be treated as the superposition of two determinate systems as presented above. Note that Rc is the reaction at C. Assume Esteel = 200 GPa and Ealuminum = 70 GPa. a) Determine the reaction force at C, Rc b) Determine the reaction force at A and B and the normal stress in the steel and aluminum rods c) Which rods are in tension and which are in compression?
1. Describe three ways in which particle equilibrium problems differ from rigid body equilibrium problems. fixel pin The beam below is loaded as shown. It is to be supported at points A and C. Choose supports from the options below to place at each endpoint that would create a statically determinate problem. Then solve the problem to find the reactions at the supports. 20N HON A wir ↑ roller pin va or fixed HA 3
A 8K 4K 16'-0" 1.5 K 4'-0" 4'-0" 4'-0" 4'-0" 2a. Support A is fixed. Calculate the reactions at support A. Show the reactions clearly on the diagram.

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determine reactions at A, B, and E? 6 KΝ 8 KN 6 kN/m B D E A |-2 m-- 2 m-- 2 m--- 4m - 4m