Please solve this problem using the slope deflection method and show all steps please 11-1. Determine the moments at A, B, and C, then drawthe moment diagram for the beam. The moment of inertiaof each span is indicated in the figure. Assume the supportat B is a roller and A and C are fixed. E = 29(10³) ksi.A800 lb/ftTAB = 900 in424 ftProb. 11-1IB30 kIIBC = 1200 in4180-8 ft-8 ft-

Moment of inertia, IAB = 900in4 Moment of inertia, IBC = 1200in4 The Young's modulus of elasticity,…

11-1. Determine the moments at A, B, and C, then draw the moment diagram for the beam. The moment of inerti of each span is indicated in the figure. Assume the suppor at B is a roller and A and C are fixed. E = 29(10³) ksi. A 800 lb/ft IAB = 900 in4 30 k C 4.4 IB IBC = 1200 in4|

11-1. Determine the moments at A, B, and C, then draw the moment diagram for the beam. The moment of inerti of each span is indicated in the figure. Assume the suppor at B is a roller and A and C are fixed. E = 29(10³) ksi. A 800 lb/ft IAB = 900 in4 30 k C 4.4 IB IBC = 1200 in4|

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

Please solve this problem using the slope deflection method and show all steps please

11-1. Determine the moments at A, B, and C, then draw
the moment diagram for the beam. The moment of inertia
of each span is indicated in the figure. Assume the support
at B is a roller and A and C are fixed. E = 29(10³) ksi.
A
800 lb/ft
TAB = 900 in4
24 ft
Prob. 11-1
IB
30 k
I
IBC = 1200 in4
180-
8 ft-8 ft-

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