A braced excavation 30 feet deep is proposed at a site underlain by clay, as shown in the sketch below. Determine the strut loads to be used for design. Struts, 18 ft C - c 2ft Clay: y = 115 pcf 10 ft c = 900 psf 16 ft 10 ft Clay: y = 120 pcf

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A braced excavation 30 feet deep is proposed at a site underlain by clay, as shown in
the sketch below. Determine the strut loads to be used for design.
Struts, 18 ft C - C
2ft
Clay: y = 115 pcf
c = 900 psf
10 ft
16 ft
10 ft
Clay: y = 120 pcf
c = 1100 psf
8 ft
Transcribed Image Text:A braced excavation 30 feet deep is proposed at a site underlain by clay, as shown in the sketch below. Determine the strut loads to be used for design. Struts, 18 ft C - C 2ft Clay: y = 115 pcf c = 900 psf 10 ft 16 ft 10 ft Clay: y = 120 pcf c = 1100 psf 8 ft
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