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0.656 ft * = 30° Y = 121 Iby Fig 2. ig 1. 15 ft 20 ft |H = 23.41 fA 8,= 117 #F 9 =34°1 1.25 0.8 1.5 . 525 ft . 1.5 25 A 2.75 1q 1000 2.25 ft 10.3 7.5 f- =/8", G=aso psf

0.656 ft * = 30° Y = 121 Iby Fig 2. ig 1. 15 ft 20 ft |H = 23.41 fA 8,= 117 #F 9 =34°1 1.25 0.8 1.5 . 525 ft . 1.5 25 A 2.75 1q 1000 2.25 ft 10.3 7.5 f- =/8", G=aso psf

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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0.656 ft 1 ft * = 30° 121 lb M. Fig 2. Tg 1. 15 ft 20 ft = 23.41 ft 9 = 34° ! 4 ft 1.25 0.8 1.5 . 525 ft . 1.5 25 A 4 = 20°,Ca=l000 pst 2.25 fA ht 4.5 A 10.3 7.5 f
Transcribed Image Text:0.656 ft 1 ft * = 30° 121 lb M. Fig 2. Tg 1. 15 ft 20 ft = 23.41 ft 9 = 34° ! 4 ft 1.25 0.8 1.5 . 525 ft . 1.5 25 A 4 = 20°,Ca=l000 pst 2.25 fA ht 4.5 A 10.3 7.5 f
For the wall shown in Fig. 1. Calculate the factors of safety with respect to overturning and sliding and compute and draw the soil contact pressure. (use 1) =150 pçf, 8 Y conc 2 P2, C, = 2) Repeat problem 1, for the wall shown in Fig. 2.
Transcribed Image Text:For the wall shown in Fig. 1. Calculate the factors of safety with respect to overturning and sliding and compute and draw the soil contact pressure. (use 1) =150 pçf, 8 Y conc 2 P2, C, = 2) Repeat problem 1, for the wall shown in Fig. 2.
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