-. Required information Consider the beam and loading shown. Take d = 1.19 in. Use E...

Question

Question

-. Required information Consider the beam and loading shown. Take d = 1.19 in. Use E = 29 106 psi. | 200 lb 10 lb/in. d B D -

Answer 1

Answer #1

Answer is 10.537

Using super postion principle & General formella. b A (3, Pb (22-32 OA 6 EII 200lb X TB hoin din 9А, 200 X 8% ( 487 - 8 . GE

2012 (40-n). | 4°C46-130 din GEIX 48 zu Lu lo X 589824- 81920 GETX 48 105813.33 19 17 635.555 11 6 EI EI

Зоо 8 о . OA 11 СІ зоо 80 24xtобхлэ•14“

1) 0.010531 Pv OA -3 xio 늘 10.537

Answer 2

Similar Homework Help Questions

! Required information Consider the beam and loading shown where Pis 145 kN and E= 200...

! Required information Consider the beam and loading shown where Pis 145 kN and E= 200 109 Pa. P SOKN.m SO KN.m B А с I W410 X 46.1 -2.5 m 2.5 m Determine the slope at end A. (Round the final answer to three decimal places.) The slope at end A is x 107 rad $
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...
For the cantilever beam and loading shown, determine the slope and deflection at point B. Use...

For the cantilever beam and loading shown, determine the slope and deflection at point B. Use E = 32 x 106 psi. 125 lb 15 lb/in 1.75 in B 30 in 10 in. The slope at end Bis x 107 rad. The deflection at end B is in.

For the cantilever beam and loading shown, determine the slope and deflection at end C. Use...

For the cantilever beam and loading shown, determine the slope and deflection at end C. Use E= 28 × 106 psi. 125 lb 15 lb/in. 1.75 in. |A 30 in. 10 in. x 10-3 The slope at end Cis rad. * in. Į The deflection at end Cis
Required information Consider the beam and loading shown. Use w= 19 kN/m and E = 200...

Required information Consider the beam and loading shown. Use w= 19 kN/m and E = 200 GPa. (For W410 x 60, 1 = 216 x 10-6 m4 B. I A W410 X 60 5 m 3 m Determine the reaction at point C. (Round the final answer to two decimal places. You must provide an answer before moving to the next part.) The reaction at point C is KN 1
For the cantilever beam and loading shown, determine the slope and deflection at point B. Use...

For the cantilever beam and loading shown, determine the slope and deflection at point B. Use P 5 kN and E 200 GPa. (Round the final answers to two decimal places.) S100 X 11.5 0.75 m 0.5 m The slope at point B is The deflection at point B is x 10-3 rad. mm ↓

Check my work For the cantilever beam and loading shown, determine the slope and deflection at...

Check my work For the cantilever beam and loading shown, determine the slope and deflection at end C. Use P = 9 kN and E= 200 GPa. (Round the final answers to two decimal places.) P Р B I A $100 X 11.5 -0.75 m 0.5 m The slope at end Cis The deflection at end Cis x 10m rad . -3 mm.
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.
slope and deflection please Consider the beam and loading shown. Assume that the flexural rigidity El...

slope and deflection please Consider the beam and loading shown. Assume that the flexural rigidity El of the beam is constant References eBook & Resources Section Break -Difficulty: Easy value: 10.00 points Determine the deflection at the free end. (Round the final answer to two decimal places.) The deflection at the free end is

! Required information Consider the beam and loading shown. Given: P=73 KN 15,1530 15 15 20...

! Required information Consider the beam and loading shown. Given: P=73 KN 15,1530 15 15 20 0.5 m a 20 n 120 40 20 -1.5 m 20 0.8 m -90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) The shearing stress at point a is MPa.