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Design a uniform distribution of vertical and hori- zontal reinforcement for the structural wall shown D = 40 k, L = 25 k 150 k in Fig. P18-2. Your design must satisfy all of the ACI Code strength requirements, as well as the requirements for minimum reinforcement percent- age and maximum spacing. The given lateral loads are strength-level wind forces, considering both direct lateral forces and the effects of any torsion. 12 ft D = 70 k, L= 60 k 110 k Use a load factor of 1.0 for the wind load effects. h = 10 in. 12 ft Assume the wall is constructed with normal-weight concrete that has a compressive strength of 4000 psi. Assume all of the steel is Grade 60. 20 ft Fig. P18-2

Design a uniform distribution of vertical and hori- zontal reinforcement for the structural wall shown D = 40 k, L = 25 k 150 k in Fig. P18-2. Your design must satisfy all of the ACI Code strength requirements, as well as the requirements for minimum reinforcement percent- age and maximum spacing. The given lateral loads are strength-level wind forces, considering both direct lateral forces and the effects of any torsion. 12 ft D = 70 k, L= 60 k 110 k Use a load factor of 1.0 for the wind load effects. h = 10 in. 12 ft Assume the wall is constructed with normal-weight concrete that has a compressive strength of 4000 psi. Assume all of the steel is Grade 60. 20 ft Fig. P18-2

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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Design a uniform distribution of vertical and hori- zontal reinforcement for the structural wall shown D = 40 k, L = 25 k 150 k in Fig. P18-2. Your design must satisfy all of the ACI Code strength requirements, as well as the requirements for minimum reinforcement percent- age and maximum spacing. The given lateral loads are strength-level wind forces, considering both direct lateral forces and the effects of any torsion. 12 ft D = 70 k, L= 60 k 110 k Use a load factor of 1.0 for the wind load effects. h = 10 in. 12 ft Assume the wall is constructed with normal-weight concrete that has a compressive strength of 4000 psi. Assume all of the steel is Grade 60. 20 ft Fig. P18-2
Transcribed Image Text:Design a uniform distribution of vertical and hori- zontal reinforcement for the structural wall shown D = 40 k, L = 25 k 150 k in Fig. P18-2. Your design must satisfy all of the ACI Code strength requirements, as well as the requirements for minimum reinforcement percent- age and maximum spacing. The given lateral loads are strength-level wind forces, considering both direct lateral forces and the effects of any torsion. 12 ft D = 70 k, L= 60 k 110 k Use a load factor of 1.0 for the wind load effects. h = 10 in. 12 ft Assume the wall is constructed with normal-weight concrete that has a compressive strength of 4000 psi. Assume all of the steel is Grade 60. 20 ft Fig. P18-2
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