Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 155
... Glass Masonry Sec . 2408. ( a ) General . Masonry of glass blocks may be used in nonload - bearing exterior or interior walls and in openings which might otherwise be filled with windows , either isolated or in continuous bands ...
... Glass Masonry Sec . 2408. ( a ) General . Masonry of glass blocks may be used in nonload - bearing exterior or interior walls and in openings which might otherwise be filled with windows , either isolated or in continuous bands ...
Page 608
... glass not firmly supported on all four edges , design shall be submitted to the building official for approval . Glass supports shall be considered firm when deflection of the support at design load does not exceed 175 of the span ...
... glass not firmly supported on all four edges , design shall be submitted to the building official for approval . Glass supports shall be considered firm when deflection of the support at design load does not exceed 175 of the span ...
Page 608
... GLASS TYPE 5. Factory - fabricated Double Glazing2 6. Rough Rolled Plate 7. Sandblasted . 8. Regular Plate , Float or Sheet . APPROXIMATE RELATIONSHIP 0.6 0.5 2.0 4.0 1.5 1.0 Varies ' 1.0 ' To determine the maximum allowable area for glass ...
... GLASS TYPE 5. Factory - fabricated Double Glazing2 6. Rough Rolled Plate 7. Sandblasted . 8. Regular Plate , Float or Sheet . APPROXIMATE RELATIONSHIP 0.6 0.5 2.0 4.0 1.5 1.0 Varies ' 1.0 ' To determine the maximum allowable area for glass ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength