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Determine the reactions for the beam shown if the vertical deflection at support B is zero. 3.0 kip/ft 16

Determine the reactions for the beam shown if the vertical deflection at support B is zero. 3.0 kip/ft 16

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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Question
Determine the reactions for the beam shown if the vertical deflection at support B is zero. 3.0 kip/ft O B 16' 8' SIMPLE BEAM: CONCENTRATED LOAD AT ANY POINT SIMPLE BEAM: UNIFORMLY DISTRIBUTED LOAD Pb R = V, (max when a < b) R= V wl R R2 Pa R2 = V (max when a >b) R V, . Pab w V M max (at point of load). M max (at center) Pbx Shear M, (when x < a) M. . Shear Amax (at x = \ala + 2b) when a > b) = Pab(a + 2bN3a(a + 2b) M max Amax (at center), 27EI Pah2 384EI M max Moment A, (at point of load) 3EII WX (3 – 21r2 + x³) Pbx (2 - b2 - x) 4, 24EI 4, (when x <a) Moment
Transcribed Image Text:Determine the reactions for the beam shown if the vertical deflection at support B is zero. 3.0 kip/ft O B 16' 8' SIMPLE BEAM: CONCENTRATED LOAD AT ANY POINT SIMPLE BEAM: UNIFORMLY DISTRIBUTED LOAD Pb R = V, (max when a < b) R= V wl R R2 Pa R2 = V (max when a >b) R V, . Pab w V M max (at point of load). M max (at center) Pbx Shear M, (when x < a) M. . Shear Amax (at x = \ala + 2b) when a > b) = Pab(a + 2bN3a(a + 2b) M max Amax (at center), 27EI Pah2 384EI M max Moment A, (at point of load) 3EII WX (3 – 21r2 + x³) Pbx (2 - b2 - x) 4, 24EI 4, (when x <a) Moment
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