[...]... 4a Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright © 2004 The McGraw-Hill Companies All rights reserved Any use is subject to the Terms of Use as given at the website CIVIL ENGINEERING CIVIL ENGINEERING 1.11 DESIGN OF A CONTINUOUS BEAM The beam in Fig 5a is continuous from A to D and is laterally supported at 5-ft (1.5-m) intervals Design the member... m); at the bottom of the table FIGURE 13 it is found that rx/ry = 1.73 Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright © 2004 The McGraw-Hill Companies All rights reserved Any use is subject to the Terms of Use as given at the website CIVIL ENGINEERING CIVIL ENGINEERING 1.21 2 Compute the value of KxL associated with a uniform-strength column... column of 30-ft (9.2-m) length carries a load of 130 kips (578.2 kN) applied at the top and a load of 56 kips (249.1 kN) applied to the web at midheight Select an 8-in (203.2-mm) column of A242 steel, using Kx L = 30 ft (9.2 m) and Ky L = 15 ft (4.6 m) Calculation Procedure 1 Compute the effective length of the column with respect to the major axis The following procedure affords a rational method of designing... Recommended design values of K are given in the AISC Manual The capacity of a column is a function of its effective length and the properties of its cross section It therefore becomes necessary to formulate certain principles pertaining to the properties of an area Consider that the moment of inertia I of an area is evaluated with respect to a group of concurrent axes There is a distinct value of I associated... where the ratio of maximum shear to maximum moment is extraordinarily large This condition exists Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright © 2004 The McGraw-Hill Companies All rights reserved Any use is subject to the Terms of Use as given at the website CIVIL ENGINEERING CIVIL ENGINEERING 1.13 in a heavily loaded short-span beam and a... requirements of the Specification Note: To determine the allowable rivet spacing, divide the horizontal shear flow into the rivet capacity Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright © 2004 The McGraw-Hill Companies All rights reserved Any use is subject to the Terms of Use as given at the website CIVIL ENGINEERING CIVIL ENGINEERING 1.15 DESIGN OF. .. Terms of Use as given at the website CIVIL ENGINEERING 1.26 SECTION ONE Calculation Procedure 1 Compute the net width of the member at each section of potential rupture The AISC Specification prescribes the manner of calculating the net section of a tension member The effective diameter of the holes is considered to be 1/8 in (3.18 mm) greater than that of the rivets After computing the net width of. .. 101.6 × 11.11 mm) Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright © 2004 The McGraw-Hill Companies All rights reserved Any use is subject to the Terms of Use as given at the website CIVIL ENGINEERING CIVIL ENGINEERING 1.27 FIGURE 18 4 Record the standard gages shown in Fig 18b Refer to the Manual for the standard gages and record the values 5 Establish... Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright © 2004 The McGraw-Hill Companies All rights reserved Any use is subject to the Terms of Use as given at the website CIVIL ENGINEERING 1.28 SECTION ONE 1 The tendency of the fiber at the yield-point stress toward plastic deformation is resisted by the adjacent fibers 2 Those parts of the structure that... completion of phase 2 Let P2 denote the incremental applied load at completion of phase 2, i.e., the actual load on the beam minus P1 In Fig 21b, construct the Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright © 2004 The McGraw-Hill Companies All rights reserved Any use is subject to the Terms of Use as given at the website CIVIL ENGINEERING CIVIL ENGINEERING . McGraw-Hill; Hicks—Civil Engineering Formulas, McGraw-Hill; Mays—Urban Stormwater Management Tools, McGraw-Hill; Mehta—Guide to the Use of the Wind Loads of ASCE 7-0 2, ASCE; Kutz Handbook of Transportation. Bond Stress 1.112 Design of Interior Span of a One-Way Slab 1.113 Analysis of a Two-Way Slab by the Yield-Line Theory 1.115 DESIGN OF FLEXURAL MEMBERS BY THE WORKING-STRESS METHOD 1.117 Stresses. website. Source: STANDARD HANDBOOK OF ENGINEERING CALCULATIONS Determining the Compressive Strength of a Welded Section 1.50 Determining Beam Flexural Design Strength for Minor- and Major-Axis Bending