3) For the beam and loading shown in figure, E = 30 x 106 psi, I...

Question

Question

engineering Civil-Engineering

Answer 1

Answer #1

3) ANSWER :

The answer is shown in the below handwritten notes :

3. Answers Given data;- skip MA ekiplet E = 30x108 psi = 4.32x106 kips/++ BF Bg An PA By I= 200 in 4 I= 9.645 x103 444 Ay 3ft

a) The reaction force at A is Ay = 13.469 kips (1) An- 0 tips b) The deflection at C: By using double integration Method calc

boundary condition Applying @xzoeken From ea =0 c=0 substitute c value in eq قر 8(x-3)? (3.469x². 20.0422- 2 3 El dy EI di 2

Yc 0.0105 in ave sign indicates downwoorld deflection deflection at c = 0.0/05 in.

Answer 2

Similar Homework Help Questions

3) For the beam and loading shown in figure, E = 30 x 106 psi, I...

3) For the beam and loading shown in figure, E = 30 x 106 psi, I = 200 in. Determine (a) the reaction force at A and (b) the deflection at C. 3 ft 8 kip 2 kipit IA с В | -8 ft
3) For the beam and loading shown in figure, E = 30 x 106 psi, i...

3) For the beam and loading shown in figure, E = 30 x 106 psi, i = 200 inº. Determine (a) the reaction force at A and (b) the deflection at C. 3 ft 8 kip 2 kip/ft IA с B -8 ft
3) For the beam and loading shown in figure, E = 30 x 106 psi, Ī...

3) For the beam and loading shown in figure, E = 30 x 106 psi, Ī = 200 int. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft litum A С B -8 ft-

3) For the beam and loading shown in figure, E = 30 x 106 psi, 7...

3) For the beam and loading shown in figure, E = 30 x 106 psi, 7 = 200 in4. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft A С B -8 ft
3) For the beam and loading shown in figure, E = 30 x 106 psi, 7...

3) For the beam and loading shown in figure, E = 30 x 106 psi, 7 = 200 inº. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft A С B -8 ft-
For the cantilever beam and loading shown, determine the slope and defection at point B Take w = 3 kipn and E = 29 x 106 psi. (Round the final answers to three decimal places.) 2.0 in. I kip 4.0 in 3...

For the cantilever beam and loading shown, determine the slope and defection at point B Take w = 3 kipn and E = 29 x 106 psi. (Round the final answers to three decimal places.) 2.0 in. I kip 4.0 in 3 ft 10-3 rad 0.245 in The slope at point B is The deflection at point B is HintsReferences Book&Resources For the cantilever beam and loading shown, determine the slope and defection at point B Take w = 3...

Q1. deflection at point C For the beam and loading shown, determine (a) the reaction at point A, (b) the Use E-29*106 p...

Q1. deflection at point C For the beam and loading shown, determine (a) the reaction at point A, (b) the Use E-29*106 psi and I=156 in2 9 kips/ft A C w12 x 22 -6 ft 6 ft Q1. deflection at point C For the beam and loading shown, determine (a) the reaction at point A, (b) the Use E-29*106 psi and I=156 in2 9 kips/ft A C w12 x 22 -6 ft 6 ft
4 kipft and E = 29 x 106 psi. Round the final answers to three dear...

4 kipft and E = 29 x 106 psi. Round the final answers to three dear al places. For the cantilever beam and loading shown, determine the so e and deflection at point B Take w 2.0 in. I kip 4.0 in x 10-3 rad 0.327in. I The slope at point B is The deflection at point B is0.37 in.
3) For the steel beam shown in figure, E = 200 GPa, 7 = 100 x...

3) For the steel beam shown in figure, E = 200 GPa, 7 = 100 x 106 mm4, L = 5 m and w = 2 kN/m. Determine (a) the reaction force and reaction moment at A and (b) the deflection at C (30 pts) w/2 K L/2— L/2– Beam and Loading Elastic Curve Maximum Deflection Slope at End Equation of Elastic Curve y=- *- 4Lx' + 613x4) For x }: PL 48ET 48E7(42 - 313) For x<a For a...

y P = 35 lips С For the beam and loading shown, determine the deflection at...

y P = 35 lips С For the beam and loading shown, determine the deflection at point C. Use E = 29 10° psi. W14 X 30 a L = 15 ft [x = 1, y = 0] [x = 0, y = 0] [x = 0, y = y] dy dy dx dx Ya a 2 ft What is the deflection of the beam at point (in inches)?