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

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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- 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
Transcribed Image Text:- 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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