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Page 168
International Conference of Building Officials. COMPRESSIVE STRESS IN FLEXURAL MEMBERS : For compression reinforcement in flexural members , the allowable stress shall not be taken as greater than the allowable tensile stress shown above ...
International Conference of Building Officials. COMPRESSIVE STRESS IN FLEXURAL MEMBERS : For compression reinforcement in flexural members , the allowable stress shall not be taken as greater than the allowable tensile stress shown above ...
Page 418
... stress in compression B. Extreme fiber stress in tension except as permitted in .... C. Extreme fiber stress in tension at ends of simply supported members . . . . 0.60f'ci .3Vƒ'ci .6Vƒ'ci Where computed tensile stresses exceed these ...
... stress in compression B. Extreme fiber stress in tension except as permitted in .... C. Extreme fiber stress in tension at ends of simply supported members . . . . 0.60f'ci .3Vƒ'ci .6Vƒ'ci Where computed tensile stresses exceed these ...
Page 495
... STRESS COMPLETE PENETRATION GROOVE WELDS 1. Tension normal to the effective area Same as base metal ( Continued ) ... tensile strength of weld metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x yield stress of base ...
... STRESS COMPLETE PENETRATION GROOVE WELDS 1. Tension normal to the effective area Same as base metal ( Continued ) ... tensile strength of weld metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x yield stress of base ...
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