Use Allowable Stress Design (ASD) method and check the adequacy of a simply supportedunreinforced bearing wall subjected to eccentric axial service loads of 700 lb dead load and 300Ib 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 115pcf.

Given; e=3in Story height=12ft Compressive strength =2500 lb/in2 Dead load, DL=700 lb/ft Live load,…

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.

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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