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Page 146
Solid masonry units shall be placed with full head and bed joints unless otherwise approved . 4. Hollow masonry units . All head and bed joints shall be filled solidly with mortar for a distance in from the face of the unit not less ...
Solid masonry units shall be placed with full head and bed joints unless otherwise approved . 4. Hollow masonry units . All head and bed joints shall be filled solidly with mortar for a distance in from the face of the unit not less ...
Page 378
C. Coefficient of friction u in Formula ( 11-26 ) and Formula ( 11-27 ) shall be Concrete placed monolithically 1.41 Concrete placed against hardened concrete with surface intentionally roughened as specified in Section 2611 ( h ) 9 ...
C. Coefficient of friction u in Formula ( 11-26 ) and Formula ( 11-27 ) shall be Concrete placed monolithically 1.41 Concrete placed against hardened concrete with surface intentionally roughened as specified in Section 2611 ( h ) 9 ...
Page 428
Pneumatically placed Concrete Sec . 2621. ( a ) General . For the purpose of this chapter all pneumatically placed concrete shall consist of a mixture of fine aggregate and cement pneumatically applied by suitable mechanism and to which ...
Pneumatically placed Concrete Sec . 2621. ( a ) General . For the purpose of this chapter all pneumatically placed concrete shall consist of a mixture of fine aggregate and cement pneumatically applied by suitable mechanism and to which ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood