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18 kN/m', 4' 10.3 Refer to Fig. P.10.3. Redo Problem 10.1 with y = and the center-to-center strut spacing in the plan 40°, c' = 0, 4 m. %3D

18 kN/m', 4' 10.3 Refer to Fig. P.10.3. Redo Problem 10.1 with y = and the center-to-center strut spacing in the plan 40°, c' = 0, 4 m. %3D

Structural Analysis
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

Please answer 10.3

10.3 Refer to Fig. P.10.3. Redo Problem 10.1 with y = 18 kN/m², d' = 40°, c' = 0, and the center-to-center strut spacing in the plan 4 m. %3D
Transcribed Image Text:10.3 Refer to Fig. P.10.3. Redo Problem 10.1 with y = 18 kN/m², d' = 40°, c' = 0, and the center-to-center strut spacing in the plan 4 m. %3D
10.1 Refer to the braced cut shown in Figure P10.1. Given: y = 16 kN/m², o' = 38°, and c' = 0. The struts are located at 3.5 m center-to-center in the plan. Draw the earth-pressure envelope and determine the strut loads at levels A, B, and C. -4.5 m- 1 m A Sand y = 16 kN/m d'= 38° y = 18 kNA d'= 38° c'= 0 2.5 m c'= 0 B 3 m 1.5 m Figure P10.1 Figure P10.3
Transcribed Image Text:10.1 Refer to the braced cut shown in Figure P10.1. Given: y = 16 kN/m², o' = 38°, and c' = 0. The struts are located at 3.5 m center-to-center in the plan. Draw the earth-pressure envelope and determine the strut loads at levels A, B, and C. -4.5 m- 1 m A Sand y = 16 kN/m d'= 38° y = 18 kNA d'= 38° c'= 0 2.5 m c'= 0 B 3 m 1.5 m Figure P10.1 Figure P10.3
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