- 21° +x)Determine the reactior on support B for the beam showr if the vertical deflection at support B is zero.3 kips/ft5. SIMPLE BEAM: CONCENTRATED LOAD AT CENTERIPR= VR2020'M max (at point of load)VM, (when x<Shear1. SIMPLE BEAM: UNIFORMILY DISTRIBUTED LOADAmax (at point of load)48EIM max4. (when x < })Pr (3 - 4)R=V.A.MomentM mas (at center)O a. RB= 125 kipsShearO b. RB=75 kipsAmax (at center),O. Rg= 185 kips384EIM max4.O d. RB= 60 kipsMoment

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Determine the raectior on supoort forthe bean stour if the vertica cefecton at support Bis ze'0. - 3 kips/ft 5. SIMPLE BEAM: CONCENTRATED LOAD AT CENTER 20 20 tof kad - L SMPLENEAM. UNRRMEY DISTRBATED LOND amus pint o Me Oa. Rg 125 kips Ob. Re=75 kips Suner Oc Re= 185 kips Od.Rge 60 kips

Determine the raectior on supoort forthe bean stour if the vertica cefecton at support Bis ze'0. - 3 kips/ft 5. SIMPLE BEAM: CONCENTRATED LOAD AT CENTER 20 20 tof kad - L SMPLENEAM. UNRRMEY DISTRBATED LOND amus pint o Me Oa. Rg 125 kips Ob. Re=75 kips Suner Oc Re= 185 kips Od.Rge 60 kips

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.2.4P: The deflection curve for a simple beam AB (sec figure) is given by v=q0L44EIsinxL Describe the load...

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

Question

100%

- 21° +x)
Determine the reactior on support B for the beam showr if the vertical deflection at support B is zero.
3 kips/ft
5. SIMPLE BEAM: CONCENTRATED LOAD AT CENTER
IP
R= V
R
20
20'
M max (at point of load)
V
M, (when x<
Shear
1. SIMPLE BEAM: UNIFORMILY DISTRIBUTED LOAD
Amax (at point of load)
48EI
M max
4. (when x < })
Pr (3 - 4)
R=V.
A.
Moment
M mas (at center)
O a. RB= 125 kips
Shear
O b. RB=75 kips
Amax (at center),
O. Rg= 185 kips
384EI
M max
4.
O d. RB= 60 kips
Moment

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