(1) The stresses in reinforced brickwork shall not exceed, in any part, the values set out in Table XXVI .

(2) The direct compressive stress and the compressive stress due to bending in members with slenderness ratios other than 12 shall not exceed the values set out Table XXVII for the strength of brick concerned, multiplied by the factor (F) set out in Table XXVIII for the slenderness ratio of the member considered.

TABLE XXVI

PERMISSIBLE STRESSES IN REINFORCED BRICKWORK