L/3 m PKN Lm Q kN/m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter8: Influence Lines
Section: Chapter Questions
Problem 10P
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From the beam shown. Let P = 30 kN, Q = 2 kN/m, L =6m.

Determine the following;

a. Reaction at A.
b. Constant C1.
c. Slope at L/3.
d. Deflection at L/3.

L/3 m
a. Reaction at A.
[Select]
[Select]
26
88
63.333
42.667
c. Slope at L/3. [Select]
[Select]
0.00131
0.03157
0.01347
0.00481
PKN
Lm
Q kN/m
TEH
b. Constant C1. [Select]
[Select]
-84.667
-1109.333
-558.642
-243.358
d. Deflection at L/3. [Select]
[Select]
17.63556
0.67556
2.58458
7.40741
>
<
Transcribed Image Text:L/3 m a. Reaction at A. [Select] [Select] 26 88 63.333 42.667 c. Slope at L/3. [Select] [Select] 0.00131 0.03157 0.01347 0.00481 PKN Lm Q kN/m TEH b. Constant C1. [Select] [Select] -84.667 -1109.333 -558.642 -243.358 d. Deflection at L/3. [Select] [Select] 17.63556 0.67556 2.58458 7.40741 > <
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ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,