ASSESSING THE BEARING CAPACITY AND DESIGN FOR STRAWBALE MASONRY

Abstract

The results of the physical and mechanical strength test for cement plastered strabale masonry have shown the masonry viability as a structural, durable and aesthetical material. Design results also show that a wall of strawbale plastered with cemen: having average compressive strength 2.10N/non2, is adequate as load bearing element for low-storey residential building. Design approach and details should be followed as recommended in this work. The problems encountered during the construction of the prototype wall were effortlessly overcome.