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Page 155
... Mortar . 1. General . Mortar used in masonry construction shall be classi- fied in accordance with ( a ) the materials and proportions set forth in Table No. 24 - A , or ( b ) the properties as established by laboratory tests as set ...
... Mortar . 1. General . Mortar used in masonry construction shall be classi- fied in accordance with ( a ) the materials and proportions set forth in Table No. 24 - A , or ( b ) the properties as established by laboratory tests as set ...
Page 161
... mortar . All units shall be laid with full face shell mortar beds . All head and end joints shall be filled solidly with mortar for a distance in from the face of the unit or wall not less than the thickness of the longitudinal face ...
... mortar . All units shall be laid with full face shell mortar beds . All head and end joints shall be filled solidly with mortar for a distance in from the face of the unit or wall not less than the thickness of the longitudinal face ...
Page 189
... mortar fi 18 N mortar fi 14 Parallel to bed joints3 M or S mortar fi N mortar fi 8888888 36 28 68 26 36 4. Shear : 7 M or S mortar Vm N mortar Vm 5. Bearing : On full area One one - third area 6. Modulus of elasticity or less4 m 0.3 Vf ...
... mortar fi 18 N mortar fi 14 Parallel to bed joints3 M or S mortar fi N mortar fi 8888888 36 28 68 26 36 4. Shear : 7 M or S mortar Vm N mortar Vm 5. Bearing : On full area One one - third area 6. Modulus of elasticity or less4 m 0.3 Vf ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength