Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
From inside the book
Results 1-3 of 92
Page 278
... beam . To avoid secondary stresses the center lines of beam , rod , and end support should intersect in a point . If the available head room is above the beam the trussed type illustrated in figure 35 , B may be used . For the greater ...
... beam . To avoid secondary stresses the center lines of beam , rod , and end support should intersect in a point . If the available head room is above the beam the trussed type illustrated in figure 35 , B may be used . For the greater ...
Page 279
... beams continuous for the full span Trussed than with beams jointed over the struts . For a single strut truss with a beam continuous for the whole span and with the triangulation below the beam ( fig . 35 , 4 ) , the stresses in the ...
... beams continuous for the full span Trussed than with beams jointed over the struts . For a single strut truss with a beam continuous for the whole span and with the triangulation below the beam ( fig . 35 , 4 ) , the stresses in the ...
Page 557
... beams or girders and may be used at the discre- tion of the testing laboratory to evaluate steel beam and girder protections that are not required by design to resist stresses from applied loads . Sec . 28. ( a ) The size of the steel beam ...
... beams or girders and may be used at the discre- tion of the testing laboratory to evaluate steel beam and girder protections that are not required by design to resist stresses from applied loads . Sec . 28. ( a ) The size of the steel beam ...
Other editions - View all
Common terms and phrases
aggregate allowable loads authority having jurisdiction average bars Beams and Stringers bending bolt BUILDING CODE STANDARD butt joints carbon dioxide cent center half center line checks compression compression members Compression Stress compressive strength concrete connector Cont'd diameter dimension distance door Douglas Fir Edge of Wide exceed Face inches feet fire fire doors flammable liquids Grade gypsum heartwood inch ½ incl installed joints Joist and Plank knots lag screw laminations less located lumber manufacturer material maximum measured metal minimum narrow face Nominal Width one-half inch one-quarter inch panel paragraph permitted piece pipe pith plates Posts and Timbers required not required shake shear side six inches sizes Slope of Grain spacing specified Splits sprinklers steel storage strength ratio stress Structural surface tank temperature tensile strength test specimen thickness tion UNIFORM BUILDING CODE valve wall Wane weight weld wide face Width of Face wood