Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 221
... Shearing Unit Stress . The shearing unit Shear and stress " v " in reinforced concrete flexural members shall be Diagonal computed by Formula ( 2 ) : v = V bid ( 2 ) For beams of I- or T- section " b " shall be substituted for " b " in ...
... Shearing Unit Stress . The shearing unit Shear and stress " v " in reinforced concrete flexural members shall be Diagonal computed by Formula ( 2 ) : v = V bid ( 2 ) For beams of I- or T- section " b " shall be substituted for " b " in ...
Page 253
... Shear and Tension . Rivets and bolts subject to com- bined shear and tension shall be so proportioned that the ten- sion stress produced by the force shall not exceed the following : For A141 rivets Ft For A195 and A406 rivets .... Ft ...
... Shear and Tension . Rivets and bolts subject to com- bined shear and tension shall be so proportioned that the ten- sion stress produced by the force shall not exceed the following : For A141 rivets Ft For A195 and A406 rivets .... Ft ...
Page 262
... Shear . The web and the end connections of the steel beam shall be designed to carry the total dead and live load . ( d ) Shear Connectors . The horizontal shear between the steel beam and concrete slab shall be transferred by shear ...
... Shear . The web and the end connections of the steel beam shall be designed to carry the total dead and live load . ( d ) Shear Connectors . The horizontal shear between the steel beam and concrete slab shall be transferred by shear ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
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allowable unit stresses appliances approved bars beam bending bolts Building Official building or structure ceiling cent chimney clearance Code column combustible compression compression members connectors Continued dead load designed diameter doors Douglas Fir dry standpipes ducts enclosures exceed exit exterior walls fiber fire assembly Fire Zone fire-resistive construction fire-resistive rating firestopped flange foot frame furnaces gauge girders grade Group grout gypsum height horizontal incombustible installed joints joists Laminations lath less live load located lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails occupant load one-hour fire-resistive openings partitions permitted plaster plate plywood portland cement pounds per square protected reinforced concrete resist roof shear sheathing slab space span specified in Section square feet square inch stairway standpipes steel studs surface Table thickness tion twelve inches 12 TYPES OF CONSTRUCTION U.B.C. Standard vent Ventilation vertical welds width wire wood Wood shingles