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Considering the effects of the construction process, calculate the displacements verticals for the confined masonry wall shown. Suppose: Columns: 0.15 x 0.15 m Ec = 2,000,000 ton/m2 Masonry: 0.15 x 2.00 m cloths Ea= 500,000 ton/m2 Pi = permanent charges per level (ton) RESULTS 20m 20 x 81 = 0.0003161 82 = 0.0004023 83 = 0.0002586 2.5 P3 = 15 ton P2 = 20 ton 2.5 m P1 = 20 ton 2.5

Considering the effects of the construction process, calculate the displacements verticals for the confined masonry wall shown. Suppose: Columns: 0.15 x 0.15 m Ec = 2,000,000 ton/m2 Masonry: 0.15 x 2.00 m cloths Ea= 500,000 ton/m2 Pi = permanent charges per level (ton) RESULTS 20m 20 x 81 = 0.0003161 82 = 0.0004023 83 = 0.0002586 2.5 P3 = 15 ton P2 = 20 ton 2.5 m P1 = 20 ton 2.5

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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Considering the effects of the construction process, calculate the displacements verticals for the confined masonry wall shown. Suppose: Columns: 0.15 x 0.15 m Ec = 2,000,000 ton/m2 Masonry: 0.15 x 2.00 m cloths Ea= 500,000 ton/m2 Pi = permanent charges per level (ton) RESULTS 20m 20 x 81 = 0.0003161 82 = 0.0004023 83 = 0.0002586 2.5 P3 = 15 ton P2 = 20 ton 2.5 m P1 = 20 ton 2.5
Transcribed Image Text:Considering the effects of the construction process, calculate the displacements verticals for the confined masonry wall shown. Suppose: Columns: 0.15 x 0.15 m Ec = 2,000,000 ton/m2 Masonry: 0.15 x 2.00 m cloths Ea= 500,000 ton/m2 Pi = permanent charges per level (ton) RESULTS 20m 20 x 81 = 0.0003161 82 = 0.0004023 83 = 0.0002586 2.5 P3 = 15 ton P2 = 20 ton 2.5 m P1 = 20 ton 2.5
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