Building Science Series, Issues 21-35 |
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Page iv
... shear connectors 10.24 . Fatigue test on main beam 10.25 . Fatigue loading , beam No. 5 66 66 67 51 10.26 . Fatigue loading , beam No. 9 67 9.7 . Tests No. 12 and 13 , vertical load versus east translation 10.27 . Fatigue loading , beam ...
... shear connectors 10.24 . Fatigue test on main beam 10.25 . Fatigue loading , beam No. 5 66 66 67 51 10.26 . Fatigue loading , beam No. 9 67 9.7 . Tests No. 12 and 13 , vertical load versus east translation 10.27 . Fatigue loading , beam ...
Page 7
... shear between the supporting channel and the topping slab . 5.1.3.1 . Fire Walls Figure 5.18 shows a typical cross section of the fire walls . The walls are installed in every second bay in the " short " direction of the building ( N ...
... shear between the supporting channel and the topping slab . 5.1.3.1 . Fire Walls Figure 5.18 shows a typical cross section of the fire walls . The walls are installed in every second bay in the " short " direction of the building ( N ...
Page 10
... shear load . However , as will be noted later , in the presence of the par- tition walls , only a negligible amount of the total wind shear was carried by the columns . The wind shear from the upper stories was assumed to be carried by ...
... shear load . However , as will be noted later , in the presence of the par- tition walls , only a negligible amount of the total wind shear was carried by the columns . The wind shear from the upper stories was assumed to be carried by ...
Page 14
... shear stresses to the stirrups . The structure was subsequently loaded to 370 psf ( 1D + 8.4L ) without additional signs of distress . Both figs . 9.1 and 9.2 illustrate the case of interior span loading ( load " " acting alone ) ...
... shear stresses to the stirrups . The structure was subsequently loaded to 370 psf ( 1D + 8.4L ) without additional signs of distress . Both figs . 9.1 and 9.2 illustrate the case of interior span loading ( load " " acting alone ) ...
Page 15
... shear movement between the topping slab ( which forms the compression flange of the main beams ) and the precast element which forms the tension flange . In none of the tests was there any indication of relative slip between these two ...
... shear movement between the topping slab ( which forms the compression flange of the main beams ) and the precast element which forms the tension flange . In none of the tests was there any indication of relative slip between these two ...
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applied asphalt ASTM axial load bathtub block brick Building Science Series Bureau of Standards cents Chromel coating color retention Column loads components compressive strength computed construction coordination cracking deg F developed dimensional Dolomite eccentricity effect enamels exposure failure fixture flexural floor load versus Fly Ash FRPE gloss high-bond horizontal industry Kure Beach load versus beam load versus translation louver Major floor load masonry materials maximum measured ment midspan mixer mixing device modular module mortar National Bureau Output Channel percent performance plumbing fixtures Porcelain Enamels Portland Cement precoordination Prestressed Concrete prestressing prisms resistance resistance thermometer shear shear strength shown in figure slab south wind load specifications specimens steel surface temperature tensile strength test results test structure thermistors thermocouples tion vane versus beam deflection VERTICAL DEFLECTION vertical load walls west wind load wind load versus
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Page 127 - ABSTRACT (A 200-word or less factual summary of most significant information. If document includes a significant...
Page 6 - In no case does such identification imply recommendation or endorsement by the National Bureau of Standards , nor does it imply that the...
Page 11 - FOR COMPUTER SCIENCES AND TECHNOLOGY conducts research and provides technical services designed to aid Government agencies in improving cost effectiveness in the conduct of their programs through the selection, acquisition, and effective utilization of automatic data processing equipment; and serves as the principal focus...
Page 3 - This report gives findings and recommendations developed during an investigation of performance characteristics for sanitary plumbing fixtures, conducted at the request of the Building Research Advisory Board of the National Academy of Sciences-National Research Council. The...