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Page 181
... computed by Formula ( 19-6 ) , except that e , b + et / bt shall be substituted for e / t . Where e , b + et exceeds bt / 6 but does not exceed bt / 3 , C , shall be computed by Formula ( 19-5 ) , except that e , b + et shall be ...
... computed by Formula ( 19-6 ) , except that e , b + et / bt shall be substituted for e / t . Where e , b + et exceeds bt / 6 but does not exceed bt / 3 , C , shall be computed by Formula ( 19-5 ) , except that e , b + et shall be ...
Page 360
... computed deflection is in reasonable agreement with results of comprehensive tests . Addi- tional long - time deflection shall be computed in accordance with Section 2609 ( f ) 2 F. 4. Prestressed concrete construction . For flexural ...
... computed deflection is in reasonable agreement with results of comprehensive tests . Addi- tional long - time deflection shall be computed in accordance with Section 2609 ( f ) 2 F. 4. Prestressed concrete construction . For flexural ...
Page 376
... computed by ci Vci = 0.6 Vf ' bud + Va + V1Mer M ( 11-11 ) max but V need not be taken less than 1.7V bd , where ci ... computed from the load combination causing B. Shear strength Vew shall be computed by CW CW Vew = ( 3.5Vƒ'c + 0.3fpc ) ...
... computed by ci Vci = 0.6 Vf ' bud + Va + V1Mer M ( 11-11 ) max but V need not be taken less than 1.7V bd , where ci ... computed from the load combination causing B. Shear strength Vew shall be computed by CW CW Vew = ( 3.5Vƒ'c + 0.3fpc ) ...
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