Use Allowable Stress Design (ASD) method and check the adequacy of a simply supported unreinforced bearing wall subjected to eccentric axial service loads of 700 lb dead load and 300 Ib live load per foot of plan length, combined with out-of-plane wind load of 30 lb/ft?. The axial-load eccentricity is 3 in., and the story height is 12 ft. Assume a specified compressive strength of masonry of 2500 lb/in? and Type S PCL mortar. Assume nominal 10 in. CMU wall ungrouted, face shell bedded, with concrete density of 115 pef.
Use Allowable Stress Design (ASD) method and check the adequacy of a simply supported unreinforced bearing wall subjected to eccentric axial service loads of 700 lb dead load and 300 Ib live load per foot of plan length, combined with out-of-plane wind load of 30 lb/ft?. The axial-load eccentricity is 3 in., and the story height is 12 ft. Assume a specified compressive strength of masonry of 2500 lb/in? and Type S PCL mortar. Assume nominal 10 in. CMU wall ungrouted, face shell bedded, with concrete density of 115 pef.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Use Allowable Stress Design (ASD) method and check the adequacy of a simply supported
unreinforced bearing wall subjected to eccentric axial service loads of 700 lb dead load and 300
Ib live load per foot of plan length, combined with out-of-plane wind load of 30 Ib/ft?.
The axial-load eccentricity is 3 in., and the story height is 12 ft.
Assume a specified compressive strength of masonry of 2500 lb/in? and Type S PCL mortar.
Assume nominal 10 in. CMU wall ungrouted, face shell bedded, with concrete density of 115
pcf.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffb6fa7e8-9d31-42f7-a5f5-e025c05cdfb2%2F2844712a-652e-492a-9820-0aa8375a9ed0%2Fxqhlh8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Use Allowable Stress Design (ASD) method and check the adequacy of a simply supported
unreinforced bearing wall subjected to eccentric axial service loads of 700 lb dead load and 300
Ib live load per foot of plan length, combined with out-of-plane wind load of 30 Ib/ft?.
The axial-load eccentricity is 3 in., and the story height is 12 ft.
Assume a specified compressive strength of masonry of 2500 lb/in? and Type S PCL mortar.
Assume nominal 10 in. CMU wall ungrouted, face shell bedded, with concrete density of 115
pcf.
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