Design a uniform distribution of vertical and horizontal reinforcement for the structural wall shown in Fig. Your design must satisfy all the ACI Code strength requirements, as well as the requirements for minimum reinforcement percentage and maximum spacing. The given lateral loads are strength-level

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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 Design a uniform distribution of vertical and horizontal reinforcement for the structural wall shown in
Fig. Your design must satisfy all the ACI Code strength requirements, as well as the requirements for
minimum reinforcement percentage and maximum spacing. The given lateral loads are strength-level
wind forces, considering both direct lateral forces and the effects of any torsion. Use a load factor of 1.6
for the wind load effects. Assume the wall is constructed with normal-weight concrete that has a
compressive strength of 4000 psi. Assume all the steel is Grade 60. 

 

 

 

D= 40 k, L= 25 k
150 k
12 ft
D= 70 k, L= 60 k
110 k
12 ft
20 ft
Transcribed Image Text:D= 40 k, L= 25 k 150 k 12 ft D= 70 k, L= 60 k 110 k 12 ft 20 ft
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