Nbd should be 33.3 k (C) 30kC.D.E島EF30 kH.- 25 ft 25 ft →k 25 ft –60 k25 ftProblem 12.8Find redundant NBD. Bar areas are 5 in-except diagonals areP12.9P12.13Find redu2 in?. (Ans: NBD = -33.3 k)67.86KN50 k ABNo joint atintersectionof diagonals15 ft-Problem 12.9-20 ft20 ft-

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Answered: Find redundant NBD. Bar areas are 5…

Find redundant NBD. Bar areas are 5 in-except diagonals are 2 in. (Ans: NBD = -33.3 k) P12.9 %3D 50 k No joint at intersection of diagonals D 15 ft - Problem 12.9 20 ft

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

Pressure and Stress

Question

Nbd should be 33.3 k (C)

30k
C.
D.
E
島E
F
30 k
H.
- 25 ft 25 ft →k 25 ft –
60 k
25 ft
Problem 12.8
Find redundant NBD. Bar areas are 5 in-except diagonals are
P12.9
P12.13
Find redu
2 in?. (Ans: NBD = -33.3 k)
67.86KN
50 k A
B
No joint at
intersection
of diagonals
15 ft-
Problem 12.9
-20 ft
20 ft-

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