Use the moment-area method to determine the slopes and deflections at points B and C of the beams shown. (Problem 6.15 and 6.17 of Structural Analysis, 6th Edition, Aslam Kassimali). A 6 m 21 100 KN B E = constant = 70 GPa I = 500 (106) mmª 3 m I 300 kN m

Use the moment-area method to determine the slopes and deflections at points B and C of the beams shown. (Problem 6.15 and 6.17 of Structural Analysis, 6th Edition, Aslam Kassimali). A 6 m 21 100 KN B E = constant = 70 GPa I = 500 (106) mmª 3 m I 300 kN m

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

Use the moment-area method to determine the slopes and deflections at points B and C of the beams shown.
(Problem 6.15 and 6.17 of Structural Analysis, 6th Edition, Aslam Kassimali).
A
A
-9 ft-
6 m
21
50 k
↓
B
100 KN
C
B
E = constant = 70 GPa
I = 500 (106) mm4
(a)
-9 ft-
EI= constant
E = 29,000 ksi
I = 4,000 in.4
(b)
3 m
I
-18 ft-
300 kN m

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Step 1: Introduce the problem statement

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Step 2: Draw bending moment diagram

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Step 3: Calculate the slope at B and C

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Step 4: Calculate deflection at B and C

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