By N. J Seward
ISBN-10: 0901297356
ISBN-13: 9780901297358
Read Online or Download Manual for the Design of Plain Masonry in Building Structures PDF
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Additional resources for Manual for the Design of Plain Masonry in Building Structures
Sample text
The effective height of a column should be taken as the distance between lateral supports or twice the height of the column in respect of a direction in which lateral support is not provided. 25 times the height of the taller of the two openings ● where a simple resistance to lateral movement of the wall containing the column is provided, the effective height should be taken as the distance between the supports. 5 times the thickness of the wall of which it forms a part, it may be treated as a wall for effective height consideration; otherwise the pier should be treated as a column in the plane at right angles to the wall.
Commonly used dpc materials and their properties are listed in Table 7. IStructE Masonry Manual 2nd Edition 35 Table 6 Recommended minimum types and qualities of cavity wall ties Types of wall and building Minimum recommended ties 2 storeys or less i) domestic buildings 10g stainless steel or non-ferrous butterfly or double triangle ii) non-domestic and non-agricultural 10g stainless steel or non-ferrous metal butterfly or double triangle Not exceeding 3 storeys i) cavity less than 75mm 10g stainless steel or non-ferrous butterfly or double triangle ii) cavity exceeding 75mm but less than 175mm 19 x 3mm stainless steela or non-ferrous metal vertical twist (use equivalent safety tie) Exceeding 3 storeys iii) cavity less than 75mm 10g stainless steel or non-ferrous butterfly or double triangle iv) cavity exceeding 75mm but less than 175mm 19 x 3mm stainless steel or non-ferrous metal vertical twist (use equivalent safety tie) Note a All cavity wall ties should comply with BS124325 or be of equivalent characteristics or performance designed alternatives (see DD140-226).
The distribution of stress under the spreader may be derived from an acceptable elastic theory Stress due to design load βfk γm Stress due to design load to be compared with design strength as indicated above Fig. 2 Characteristic flexural strength Suggested values of the characteristic flexural strength fkx of normally bonded masonry are given in Table 9. In general direct tension should not be allowed. 3 Characteristic shear strength The characteristic shear strength of masonry, fv, in the horizontal direction of the horizontal plane (Fig.
Manual for the Design of Plain Masonry in Building Structures by N. J Seward
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