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Determine the reactions of the given beam using slope deflection method. w = 25 kN/m and P = 45 kN RA= Numerical answer in 4 decimal places and positive values only: kN (Upward) MA = RB MBC kN-m (ccw) kN (Upward) W kN-m (ccw) 6m B 2m P

Determine the reactions of the given beam using slope deflection method. w = 25 kN/m and P = 45 kN RA= Numerical answer in 4 decimal places and positive values only: kN (Upward) MA = RB MBC kN-m (ccw) kN (Upward) W kN-m (ccw) 6m B 2m P

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Note: Please use the second picture as guide for the formulas. Thanks°

Determine the reactions of the given beam using slope deflection method. w = 25 kN/m and P = 45 kN RA = Numerical answer in 4 decimal places and positive values only: MA = R₂ = MBC = kN (Upward) kN-m (ccw) KN (Upward) W kN-m (ccw) 6m B 2m
Transcribed Image Text:Determine the reactions of the given beam using slope deflection method. w = 25 kN/m and P = 45 kN RA = Numerical answer in 4 decimal places and positive values only: MA = R₂ = MBC = kN (Upward) kN-m (ccw) KN (Upward) W kN-m (ccw) 6m B 2m
wa 43a 2. SaL+6L3 2 12L² 14 PL 8 Pab² L² Mb(b-2a) L² wy L M L L P L L L L b Fixed End Moment Formulas 12 W W[2 8 wa (a²+ 41².4aL) 8L2 wa ³ (4L-3a) 121² Pa²b Ma(2b-a) L 12: 10 3 3 PL 16 Pab(L+b) 22² 3a 1.5a HO 120 2 -a- L MK L L L L L b 18 W2 HA W MAB deflection -0₂-² curve -L- P hum cord El is constant positive sign convention Fig. 11-2, Structural Analysis,R.C.Hibbeler 8th ed MAB = 2E20A + 0B - 3+ FEM AB MBA= -2E20B + 0A-33 MBA -3+ FEM BA Sign convention: All clockwise internal moments and end rotation are positive. 2EI L For end span with far end pinned or roller support P mini W A (FEM)AB Fig.11-Sb, Structural Analysis, R.C.Hibbeler, 8th ed 3EI MN=[N+ FEMN General Form B MNEF= [20N+0F-34 + FEMNF
Transcribed Image Text:wa 43a 2. SaL+6L3 2 12L² 14 PL 8 Pab² L² Mb(b-2a) L² wy L M L L P L L L L b Fixed End Moment Formulas 12 W W[2 8 wa (a²+ 41².4aL) 8L2 wa ³ (4L-3a) 121² Pa²b Ma(2b-a) L 12: 10 3 3 PL 16 Pab(L+b) 22² 3a 1.5a HO 120 2 -a- L MK L L L L L b 18 W2 HA W MAB deflection -0₂-² curve -L- P hum cord El is constant positive sign convention Fig. 11-2, Structural Analysis,R.C.Hibbeler 8th ed MAB = 2E20A + 0B - 3+ FEM AB MBA= -2E20B + 0A-33 MBA -3+ FEM BA Sign convention: All clockwise internal moments and end rotation are positive. 2EI L For end span with far end pinned or roller support P mini W A (FEM)AB Fig.11-Sb, Structural Analysis, R.C.Hibbeler, 8th ed 3EI MN=[N+ FEMN General Form B MNEF= [20N+0F-34 + FEMNF
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