Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:Determine the slope (rad) at point B of the beam shown below.
250 kN
D
C
-3m
-3 m-
6 m
El = constant
E = 200 GPa
I = 462 (10°) mm
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- The simply supported beam consists of a W530 x 66 structural steel wide-flange shape [E = 200 GPa; / = 351 x 106 mm4]. Determine the beam deflection at point A. (a) (b) the beam deflection at point C. Assume P = 46 kN, w = 93 kN/m, LAB = 3.0 m, LBC = 3.0 m, LcD = 3.0 m, LDE = 1.5 m. P W ·X D LBC Answer: VA= Vc= B LAB mm mm LCD LDE Earrow_forward9.6-5 Calculate the deflections &g and dc at points B and C, respectively, of the cantilever beam ACB shown in the figure. Assume M, = 36 kip-in., P = 3.8 kips, L = 8 ft, and El = 2.25 x 10° lb-in?. Mo B L L 2arrow_forward4- Using Castigliano's theorem, determine the displacement of point B of the beam shown below. Take E-210 GPa, I-285x10 mm. 5 m B 10 kN/m 4 m M= 20 kN.m Aarrow_forward
- A continuous beam is shown below: RA 4 (m) 9₁=2 kN/m Re B 4 (m) Re PITT What will be reaction at B (in kN) if support B settles by 5 mm? (Round off to nearest integer). (Take EI = 45 x 10³ kNm²)arrow_forwardFor the simply supported steel beam (E=200 GPa ; 1= 129 x 106 mm4) shown in the figure, determine the deflection at B. Assume L = 4m, P = 60 KN, and w = 40KN/m. -8.27 mm O-10.11 mm O-6.30 mm 4/2 O -7.29 mm B W L/27 Carrow_forwardUsing the Unit Load Methodarrow_forward
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