ANSI AISC 360-05 PDF

Stresses shall not be amplified by stress concentration factors for geometrical discontinuities. For bolts and threaded rods subject to axial tension, the calculated stresses shall include the effects of prying action, if any. In the case of axial stress combined with bending, the maximum stresses, of each kind, shall be those determined for concurrent arrangements of the applied load. For members having symmetric cross sections, the fasteners and welds shall be arranged symmetrically about the axis of the member, or the total stresses including those due to eccentricity shall be included in the calculation of the stress range. For axially loaded angle members where the center of gravity of the connecting welds lies between the line of the center of gravity of the angle cross section and the center of the connected leg, the effects of eccentricity shall be ignored.

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Dialog elements Specify a number of calculation points or characteristic points: Enter the number of points that are evenly distributed along the member length. Select Characteristic points and then click Options to open the Calculations in Characteristic Points dialog. Calculation parameters Efficiency ratio Enter the efficiency ratio to determines the factor by which the yield point will be multiplied. Doing this will increase or decrease of the yield point.

Maximum slenderness Verifies the slenderness of the member for both compression members and tension members. Components of complex members are not taken into account Ignores complex members components for the members during the calculations. Calculation methods Performs the code calculations according to Section B3. Alternative verification methods If the Member verification according to Section H2 option is selected, the member is checked in terms of stresses according to Section H2.

In such case the provisions of Section H1 are not taken into account. After activating the "Tension field action" for shear according to Section G3 option, the program will apply formulas given in Section G3 while evaluating the shear strength V n. Exclude internal forces from calculations Opens the - Internal forces not taken into consideration dialog which allows you to set the limit values of internal forces, and to present the results of the member design..

Moreover, units for presenting results of the member design can be selected here. The results are presented in the units used in the indicated steel code, or in the units used in Robot. Units of results Specify if you want to use the Russian steel code units or the units used in Robot in your member design results.

Camber Select Take the deflections from the following case into consideration, and then select the load case for which the displacements defined will be treated as structure camber.

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Dialog elements Specify a number of calculation points or characteristic points: Enter the number of points that are evenly distributed along the member length. Select Characteristic points and then click Options to open the Calculations in Characteristic Points dialog. Calculation parameters Efficiency ratio Enter the efficiency ratio to determines the factor by which the yield point will be multiplied. Doing this will increase or decrease of the yield point. Maximum slenderness Verifies the slenderness of the member for both compression members and tension members. Components of complex members are not taken into account Ignores complex members components for the members during the calculations.

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Steel Code ANSI/AISC 360-05 and ANSI/AISC 360-10 (USA)

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