10 kips 10 kips B 8" 8" 8" 8" D 4 kips/: 3'- 3'- 10 kips 10 kips

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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P11.15. The cross section of the rectangular ring in Figure P11.15 (a is 12 in. x 8 in. Draw the moment and shear
Page 523
curves for the ring; E = 3000 kips/in.2.
10 kips
10 kips
В
6'
8"
8"
8"
A
D
4 kips/ft
4 kips/ft
3'
3
10 kips
10 kips
12'
PILI5. The cres ection of ihe rectunirular ring in Figure I
curves for the ring:E = 3000 kipsin
P11.15
10 kips
Transcribed Image Text:P11.15. The cross section of the rectangular ring in Figure P11.15 (a is 12 in. x 8 in. Draw the moment and shear Page 523 curves for the ring; E = 3000 kips/in.2. 10 kips 10 kips В 6' 8" 8" 8" A D 4 kips/ft 4 kips/ft 3' 3 10 kips 10 kips 12' PILI5. The cres ection of ihe rectunirular ring in Figure I curves for the ring:E = 3000 kipsin P11.15 10 kips
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