at the top to 90 kPa at the bottom. As an additional support, it is anchored at depth y = 2 m. with maximum tension equal to 25 kN. Calculate: (a) Maximum positive bending moment per linear meter; (b) maximum negative bending moment per linear meter; (c) maximum shear force per linear meter. Soil surface 25 kN H Anchor

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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SITUATION 2: AH = 6 m cantilever retaining wall is subjected to a soil pressure linearly varying from zero
at the top to 90 kPa at the bottom. As an additional support, it is anchored at depth y = 2 m. with maximum
tension equal to 25 kN. Calculate: (a) Maximum positive bending moment per linear meter; (b) maximum
negative bending moment per linear meter; (c) maximum shear force per linear meter.
Soil surface
25 kN
H
Anchor
90 kPa
Stem
Transcribed Image Text:SITUATION 2: AH = 6 m cantilever retaining wall is subjected to a soil pressure linearly varying from zero at the top to 90 kPa at the bottom. As an additional support, it is anchored at depth y = 2 m. with maximum tension equal to 25 kN. Calculate: (a) Maximum positive bending moment per linear meter; (b) maximum negative bending moment per linear meter; (c) maximum shear force per linear meter. Soil surface 25 kN H Anchor 90 kPa Stem
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