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Page 209
... depth of the diaphragm normal to the open side shall not exceed 25 feet nor two thirds the diaphragm width , whichever is the smaller depth . Straight sheathing shall not be permitted to resist shears in diaphragms acting in rotation ...
... depth of the diaphragm normal to the open side shall not exceed 25 feet nor two thirds the diaphragm width , whichever is the smaller depth . Straight sheathing shall not be permitted to resist shears in diaphragms acting in rotation ...
Page 286
... depth . For members greater than 12 inches in depth , the requirements of Section 2511 ( d ) 5 apply . ' Design values in this column are for extreme fiber stress in bending when the member is loaded such that the compression zone ...
... depth . For members greater than 12 inches in depth , the requirements of Section 2511 ( d ) 5 apply . ' Design values in this column are for extreme fiber stress in bending when the member is loaded such that the compression zone ...
Page 298
... depth ( bending about Y - Y axis ) . When the depth is less than 12 inches , the values of " The values of F byy Fbyy can be increased by multiplying by the following factors : DEPTH , INCHES 3.125 MULTIPLYING FACTOR 1.16 " The ...
... depth ( bending about Y - Y axis ) . When the depth is less than 12 inches , the values of " The values of F byy Fbyy can be increased by multiplying by the following factors : DEPTH , INCHES 3.125 MULTIPLYING FACTOR 1.16 " The ...
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