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Page 358
... deflection indicates a lesser thickness may be used without adverse effects . B. Where deflections are to be computed , deflections that occur immediately on application of load shall be computed by usual methods or formulas for elastic ...
... deflection indicates a lesser thickness may be used without adverse effects . B. Where deflections are to be computed , deflections that occur immediately on application of load shall be computed by usual methods or formulas for elastic ...
Page 360
... deflection shall be computed by usual methods or formulas for elastic deflections , and the moment of inertia of the gross concrete section may be used for uncracked sections . Additional long - time deflection of prestressed concrete ...
... deflection shall be computed by usual methods or formulas for elastic deflections , and the moment of inertia of the gross concrete section may be used for uncracked sections . Additional long - time deflection of prestressed concrete ...
Page 428
... deflection readings , and final deflection readings shall be taken 24 hours after removal of the test load . 7. If the portion of the structure tested shows visible evidence of failure , the portion tested shall be considered to have ...
... deflection readings , and final deflection readings shall be taken 24 hours after removal of the test load . 7. If the portion of the structure tested shows visible evidence of failure , the portion tested shall be considered to have ...
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