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unsupported length of compression ange, in (mm) radius of gyration of compression ange plus one-sixth web about an axis in plane of web, in (mm) depth of member, in (mm) cross-sectional area of compression ange, in2 (mm2) 2 2E / Fy
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Equation (1468) may be further modi ed in certain cases by consideration of the moments at each end of the unsupported length Compression on extreme bers of channels, the value from Eq (1469) but not more than 0 60Fy Tension and compression on extreme bers of pins: Fb 090Fy (1470)
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Tension and compression on extreme bers of rectangular bearing plates: Fb 075Fy (1471)
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Bearing Bearing on milled surfaces and pins in reamed, drilled, or bored holes: Fp Bearing on bolts or rivets: Fp where Fp 135Fy (1473) 090Fy (1472)
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allowable bearing stress, lb / in2 (kPa)
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Columns and Tension Members Columns are designed on the basis of the gross area of the section used Tension members, however, are designed on the basis of net area, with deductions made for rivet and other holes In determining net area, net width is obtained by deducting from the gross width the sum of the diameters of all the holes in any chain of holes in any diagonal or zigzag direction and adding for each gauge space in the chain the quantity s2 / 4g, where s is the longitudinal spacing (pitch) in inches (millimeters) of any two successive holes, and g is the transverse spacing (gage) in inches (millimeters) of the same two holes Several chains of holes should be tried until the one giving the least net width is found The net area of a tension member taken through a hole is limited to 85 percent of the gross area The diameter of a rivet or bolt hole is taken as 1 8 in (32 mm) greater than the nominal diameter of the rivet or bolt Beams The extreme ber stress in bending for a steel beam is computed as b where b M S I c M S (1474)
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maximum ber stress, lb / in2 (kPa) bending moment, lb in (N m) section modulus ( I / c), in3 (mm3) moment of inertia of cross-sectional area, in4 (mm4) distance from extreme ber to neutral axis, in (mm) (c depth for a symmetrical cross section)
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The section moduli for selected standard rolled-steel sections are given in the Manual of Steel Construction, American Institute of Steel Construction For beams requiring greater section moduli, built-up sections or plate girders are generally used The shearing stress in a steel beam with anges is relatively constant over the depth of the web, and may be computed as where V dw t V dw t (1475)
shearing stress in web, lb / in2 (kPa) total shear at section, lb (N) depth of web, in (mm) thickness of web, in (mm)
Built-up sections will usually require stiffeners to prevent web buckling
38 Steel Connections
Rivets Rivets vary in size from 3 8 to 11 4 in (95 to 318 mm) in diameter, with the 3 4- and 7 8-in (191- and 222-mm) sizes most commonly used The standard sizes and cross-sectional areas of rivets are given in steel manuals Rivet holes are considered to be 1 8 in (32 mm) larger in diameter than the rivet Bolts Both turned and un nished bolts are available in the same sizes as rivets Larger sizes are also available Cross-sectional areas are given in steel manuals
CIVIL ENGINEERING AND HYDRAULIC ENGINEERING
Welds The allowable loads on butt welds of the same size as the connected members are the same as for the members The allowable load per inch (millimeters) of llet weld is determined on the minimum cross section; for an equal leg weld, the minimum section at the throat is 0707 times the dimension of the weld leg Working Stresses Rivets Allowable stresses for A502, Grade 1 hot-driven rivets are 20,000 lb / in2 (1379 MPa) in tension and 15,000 lb / in2 (1034 MPa) in shear; for A502, Grade 2 hot-driven rivets, stresses are 27,000 lb / in2 (1861 MPa) in tension and 20,000 lb / in2 (1379 MPa) in shear Bolts Allowable stresses for A307 bolts are 20,000 lb / in2 (1379 MPa) in tension and 10,000 lb / in2 (689 MPa) in shear; for other threaded parts of other steels, stresses are 060Fy in tension and 0 30 Fy in shear Welds The allowable stress for welds on A36, A242, and A441 steels is 21,000 lb / in2 (1448 MPa); except that complete-penetration groove welds with any type of loading and partial-penetration groove welds loaded in compression, bearing, or tension parallel to the axis of the weld may be stressed to the full allowable stress of the connected material
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