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Engineering

Civil Engineering

12 D 9 kips 9 kips 9 kips 9 kips - 30-- 6 @ 15'=90 30- P6.13

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

Compute the support reactions and the maximum
tension in the cable in Figure P6.13. The sag at midspan
is 12 ft. Each hanger can be assumed to provide a simple
support for the suspended beam. Determine the sag at
points B and D.

12
D
9 kips 9 kips 9 kips 9 kips
- 30--
6 @ 15'=90
30-
P6.13

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