
SOLUTION :- At A there is hinge or pin support which will have two reactions a horizontal reaction to the rightwards direction ( Ax) and a vertical reaction to the upward direction (Ay)
And at B there is a roller support which will have only vertical reaction to the upward direction (By)
It is mentioned that distance between A to B is 20 m.
Now we can write
AC = 2m
CD = 5m
DE = 3 m
EB = 10 m
Now load of 10 KN at C will have two components 10cos33° to leftwards direction and 10sin33° to the downwards
Now from statically equilibrium equations we can write
(a) Sum of all forces is x-direction is equal to zero
Ax = 10cos33°
Ax = 8.386 KN
(b) Sum of all forces in y - direction is equal to zero
Ay + By + 25 = 10 sin 33° + 25
Ay + By = 5.446..... (1)
(c) Sum of moments about any point is equal to zero
Taking all moments about A equal to zero
By*20 + 25*7 = 25*10 + 10sin33*2
By = 4.2946 KN
Now from equation (1) putting the value of By we will get
Ay = 1.151 KN
Hence reactions at A, Ax= 8.386 KN
Ay = 1.151 KN
At B, By = 4.2946 KN
the total distance from A - B is 20m 3. For the simply supported beam below,...
total distance from A to B is 20 m
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3. For the simply supported beam below, determine the reactions at the supports, A and B, so that the beam is in static equilibrium. (20 pts.) 25 kN 10 KN L3 33° 3m А B 2m 25 kN
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Consider the simply supported beam shown in the figure below. Let x be the distance measured from left end of the beam. 1. Determine the vertical reactions at A and C 2. Write the equations for shear and moment for the section of the member between B and c. 3. Draw the shear and moment diagrams for the entire beam, specifying values at changes in loading and locations where the shear is 0. 8 kN/m 48 KN 24 KN-m MacBook...
Consider the simply supported beam shown in the figure below. Let x be the distance measured from left end of the beam. 1. Determine the vertical reactions at A and C 2. Write the equations for shear and moment for the section of the member between B and c. 3. Draw the shear and moment diagrams for the entire beam, specifying values at changes in loading and locations where the shear is 0. 8 kN/m 48 KN 24 KN-m MacBook...