Answered: 15.6 Solve Problem 15.2 for the loading…

15.6 Solve Problem 15.2 for the loading shown in Fig. P15.2 and a settlement of in. at support B. 1.5 k/ft podagan A 20 k + E = 29,000 ksi 15 ft 15 ft B 3 k/ft -20 ft I= 1,650 in.4 с

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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Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

USE THREE MOMENT EQUATION

15.6 Solve Problem 15.2 for the loading shown in Fig. P15.2
and a settlement of in. at support B.
A
20 k
15 ft.
1.5 k/ft
+
E = 29,000 ksi
15 ft
LB
3 k/ft
-20 ft
I = 1,650 in.4
с

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