8-33Determine the slope at B and the menimum deflectionpin.I=500in.Use theo4 the beam. Assome A is a roller and BisaTakeE- 29x10ksiconjugatebean method.4k2k10 EtK-101t10 tt t

For Real Beam : Support Reactions : Due to symmetry, RA = RB = 4 + 2 + 42 = 5 kips M/EI Diagram :…

8-33 Determine the slope at B and the mazimum deflection of the beam. Assume A is a roller and Bisai pin. Take E= 29 x10 ksi conjugate T=500in. Use the bean method. 4k 2k A. 10 ft 米 ol 101t 米 10 FE t

8-33 Determine the slope at B and the mazimum deflection of the beam. Assume A is a roller and Bisai pin. Take E= 29 x10 ksi conjugate T=500in. Use the bean method. 4k 2k A. 10 ft 米 ol 101t 米 10 FE t

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

8-33
Determine the slope at B and the menimum deflection
pin.
I=500in.Use the
o
4 the beam. Assome A is a roller and Bisa
Take
E- 29x10ksi
conjugate
bean method.
4k
2k
10 Et
K-
101t
10 tt t

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