Building Standards: Uniform Building Code1985 - Building laws |
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Page 181
... beams . When the depth of a beam exceeds its breadth , lateral support may be required and the slenderness factor Cs shall be calculated by the following formula : in which Cs = slenderness factor . Cs = led b2 le = effective length of beam ...
... beams . When the depth of a beam exceeds its breadth , lateral support may be required and the slenderness factor Cs shall be calculated by the following formula : in which Cs = slenderness factor . Cs = led b2 le = effective length of beam ...
Page 184
... beam is continuous . ( b ) Flexure . 1. Circular cross section . A beam of circular cross section may be assumed to have the same strength in flexure as a square beam having the same cross - sectional area . If a circular beam is ...
... beam is continuous . ( b ) Flexure . 1. Circular cross section . A beam of circular cross section may be assumed to have the same strength in flexure as a square beam having the same cross - sectional area . If a circular beam is ...
Page 349
... beam Construction . 1. In T - beam construction , the flange and web shall be built integrally or otherwise effectively bonded together . 2. Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the ...
... beam Construction . 1. In T - beam construction , the flange and web shall be built integrally or otherwise effectively bonded together . 2. Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the ...
Contents
Administrative CHAPTER 1 Title Scope and General SEC 101 Title 102 Purpose 103 Scope 104 Application to Existing Buildings and Structures | 1 |
Alternate Materials and Methods of Construction 106 Modifications 107 Tests | 3 |
Organization and Enforcement 201 Creation of Enforcement Agency SEC 202 Powers and Duties of Building Official | 4 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load diameter diaphragms Division 1 Occupancies dwelling units exceed exit exterior walls extreme fiber factor Fire Code floor area framing grade Group H grout height horizontal shear inspection installed joints joists laminations length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard Pedestrian walkways percent permitted perpendicular plywood portion pounds per square prestressing psi psi psi ratio resist roof rooms Select Decking Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud surface Table tensile stress tension thickness timber U.B.C. Standard ventilation vertical water closet welds width wood yield strength