(i) Reinforced Masonry Wall Internally E = 500,000 ton/m2 E/G = 2.5 Thickness = 0.15 m 2.5 m 2.5 m (i) A = ? 1 = ? f = ? Equivalent bar reinforced concrete deformable by flexion and axial 2.5 m E = 2'000,000 ton/m2 (i) * Results: A = 0.025 m2 2.0 m I = 0.01267 m4 f = 0
(i) Reinforced Masonry Wall Internally E = 500,000 ton/m2 E/G = 2.5 Thickness = 0.15 m 2.5 m 2.5 m (i) A = ? 1 = ? f = ? Equivalent bar reinforced concrete deformable by flexion and axial 2.5 m E = 2'000,000 ton/m2 (i) * Results: A = 0.025 m2 2.0 m I = 0.01267 m4 f = 0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
Determine the characteristics of the equivalent bar (area, moment of inertia and shape factor of the cross section) that allows replacing the wall of three basements shown.
Data:
Reinforced Masonry Wall Internally:
E = 500,000 ton/m2
E/G = 2.5
Thickness = 0.15 m
Base: 2.0m
Height of each basement wall: 2.5m
Equivalent bar reinforced concrete deformable by flexion and axial: E = 2,000,000 ton/m2

Transcribed Image Text:(i)
Reinforced Masonry
Wall Internally
E = 500,000 ton/m2
E/G = 2.5
Thickness = 0.15 m
2.5 m
2.5 m
(i)
A = ?
1 = ?
f = ?
Equivalent bar reinforced
concrete deformable by flexion
and axial
2.5 m
E = 2'000,000 ton/m2
(i)
*
Results:
A = 0.025 m2
2.0 m
I = 0.01267 m4
f = 0
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