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Page 233
... Decking Decking 1900 - Commercial Decking = 1600 = 1,400,000 1,300,000 ( Stresses for Decking apply at ( Normal loading . See also Section 2504 ) Design. Dense Select Structural 1900 1100 85 455 1300 1,700,000 Select Structural Beams and ...
... Decking Decking 1900 - Commercial Decking = 1600 = 1,400,000 1,300,000 ( Stresses for Decking apply at ( Normal loading . See also Section 2504 ) Design. Dense Select Structural 1900 1100 85 455 1300 1,700,000 Select Structural Beams and ...
Page 243
... Decking 1,400,000 Selected Decking Decking 1700 ( Surfaced at 15 % max . m.c. and 1,600,000 Commercial Decking 1450 used at 15 % max . m.c. ) 1,400,000 Select Decking 1350 1550 245 1,500,000 Commercial 1150 1300 245 = 1,400,000 Design ...
... Decking 1,400,000 Selected Decking Decking 1700 ( Surfaced at 15 % max . m.c. and 1,600,000 Commercial Decking 1450 used at 15 % max . m.c. ) 1,400,000 Select Decking 1350 1550 245 1,500,000 Commercial 1150 1300 245 = 1,400,000 Design ...
Page 263
... Decking 1450 1,400,000 ( Continued ) 2863 ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH EXTREME FIBER. Select Structural 1550 1800 1050 90 No. 1 2 " to 4 " 1350 1550 900 90 No. 2 thick 1100 1250 575 90 No. 3 and Stud 5 " and 650 750 ...
... Decking 1450 1,400,000 ( Continued ) 2863 ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH EXTREME FIBER. Select Structural 1550 1800 1050 90 No. 1 2 " to 4 " 1350 1550 900 90 No. 2 thick 1100 1250 575 90 No. 3 and Stud 5 " and 650 750 ...
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